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COM 0990.000 2018-2020
oF 41. Harry Kim -'co�••� •7.1* Roy Takemoto Managing Director Mayor • • • Tet: • Barbara J.Kossow • '• Deputy Managing Director • Coutifv of C ®ffiir of'fir Alavar 25 Aupuni Street,Suite 2603 • Hilo,Hawai`i 96720 • (808)961-8211 • Fax(808)961-6553 KONA: 74-5044 Ane Keohokalole Hwy.,Bldg.C • Kailua-Kona,Hawai`i 96740 (808)323-4444 • Fax(808)323-4440 June 19, 2020 ' 72 _lir 1,0 Of Aaron S. Y. Chung, Council Chair and Members of the County Council County of Hawai`i 25 Aupuni Street -- ` 11 Hilo, HI 96720 Dear Chair Chung and Members: SUBJECT: Change of Zone Application (REZ 20-000240) Request: RS-10 to CG-20 Applicant: Ted Tran/Tran-Tonnu Family Trust Tax Map Key: 2-2-021:008 As required by Chapter 7, Sec. 6-7.5 (a), Hawaii County Charter, transmitted herewith for the County Council's consideration and action are the Windward Planning Commission's letter and enclosures regarding the above-referenced requests. Sincerel H• ' •YKIM Ma •r TCouncilTranREZ20-240 Enclosures cc: Planning Department Comm. No. 61 610 Ref. To: '(i gilt 1 Ref. Date JUN 2 6 2020 County of Hawai`i is an Equal Opportunity Provider and Employer. �Sl OF N,' Thomas Raffi i Chair Harry Kim "0°J. '. �� �''•� • Mayor John Replogle,Vice-Chair • �\''1'. �: ��r:•- Gilbert Aguinaldo Roy Takemoto :- �▪ _'''�"�--_ Dean Au Managing Director .'• '•a��- w�•'. .;=;o;;.`_ Joseph Clarkson E OF N • County of Hawai`i WINDWARD PLANNING COMMISSION Aupuni Center • 101 Pauahi Street,Suite 3 • Hilo,Hawai`i 96720 Phone(808)961-8288 • Fax(808)961-8742 JUN 1 5 2020. Aaron S.Y. Chung, Council Chair and Members of the County Council County of Hawai`i 25 Aupuni Street Hilo, HI 96720 Dear Chair Chung and Council Members: SUBJECT: Change of Zone Application (REZ 20-000240) Request: RS-10 to CG-20 Applicant: Ted Tran/Tran-Tonnu Family Trust Tax Map Key: 2-2-021:008 The Windward Planning Commission,at its meeting on June 4,2020,recommended for your approval the proposed legislative bill for a Change of Zone from a Single-Family Residential— 10,000 square feet(RS-10)to a General Commercial—20,000 square feet(CG-20)zoning district. The property is located at 78 Lanihuli Street,approximately 150 feet northeast of its intersection with Kino`ole Street, Waiakea Houselots, 2nd Series, South Hilo, Hawaii. The Commission concurs with the following Planning Director's reasons for recommending favorable consideration of the request: The applicant is requesting a change of zone from Single-Family Residential— 10,000 square feet(RS-10)to General Commercial—20,000 square feet(CG-20)zoning district for 20,812 square feet of land in order to develop a new, singe-story, 9,500 square-foot warehouse building,including three(3)720 square-foot food stalls on the Lanihuli Street side. The height of the structure is not expected to exceed forty-five (45) feet, the maximum allowable by the Zoning Code. The applicant is also proposing a seventeen(17)-stall parking lot (including one handicapped stall)to accommodate customer and employee parking and a 10'x40' loading zone. On-site parking and landscaping will be provided as required by the www.hiplanningdept.com Hawaii County is an Equal Opportunity Provider and Employer planningO'hawaiicounty.gov Aaron S.Y. Chung, Council Chair and Members of the County Council Page 2 Zoning Code.According to the applicant,the proximity to existing commercial development, visibility and accessibility of this area make this site attractive for food sales for both the local community and students of the nearby Hawai`i Community College and UH Hilo. In order to consider an area for any type of zoning designation, the applicable goals, policies and standards of the General Plan must be adequately addressed. It is only through such a comprehensive policy analysis approach that evaluations and decisions can be made to better time and stage developments to achieve growth determined by the General Plan and related planning documents.The implications of these evaluations and decisions must also be considered as they may have an impact on similar areas in the County. The change of zone request from an RS-10 to a CG-20 zoning district conforms to applicable goals, policies and standards of the General Plan. The Land Use Pattern Allocation Guide(LUPAG)Map component of the General Plan is a representation of the document's goals and policies to guide the coordinated growth and development of the County. It reflects a graphic depiction of the physical relationship among the various land uses. The request to change the zoning to a CG-20 district conforms to the LUPAG Map,which designates the property and the surrounding area as High Density Urban. Such designation allows general commercial,multiple family residential and related services (multiple family residential-up to 87 units per acre). In addition to being consistent with the LUPAG Map,the request would also support the following goals and policies of the General Plan Land Use element: • Provide for commercial developments that maximize convenience to its users. • Provide commercial developments that complement the overall pattern of transportation and land usage within the island's regions, communities, and neighborhoods. • Commercial facilities shall be developed in areas adequately served by necessary services, such as water,utilities,sewers,and transportation systems. • Commercial development shall maintain or improve the quality of the present environment through the consideration of visual,access,landscaping,and other design elements in their development. Aaron S.Y. Chung, Council Chair and Members of the County Council Page 3 ■ Preference shall be given to commercial lands with a reasonably level topography. The subject 20,812 square-foot property is located at 78 Lanihuli Street,approximately 150 feet northeast of its intersection with Kino`ole Street.The property is rectangular in shape with about 86 feet of frontage along Lanihuli Street. The topography is fairly level and currently vacant of any structures and improvements.According to the applicant,the property was previously improved with a single-family dwelling from the early 1930s that was demolished under permit in 2014. A mix of commercial and residential zoning and uses surrounds the property. The property directly adjacent to the east is zoned CG-20 and is the site of the Veterans Center and a medical office and properties adjacent to the west are also zoned RS-10 and CG-20,with the latter consisting of a salon and an auto repair shop. Properties adjacent to the north and across Lanihuli Street to the south are a mix of Single-Family residential and (RS-10) and General Commercial and consist of residential and medical clinic/office uses. Other zoning in the area includes Double-Family Residential(RD), General Commercial (CG)and Limited Industrial (ML) designations and uses, consistent with an area transitioning from residential to commercial in nature. The applicant will provide on-site parking and landscaping as required by the Zoning Code. Additionally, the applicant will provide basic infrastructure needed to support commercial uses such as County potable water, connection to the County sewer system,curb, gutter and sidewalk improvements along Lanihuli Street, and fire suppression measures and electrical service. Thus, the applicant's request is consistent with surrounding land uses and zoning and the goals, policies and standards of the General Plan. All essential utilities and services are available to the site. The subject parcel is currently accessed via a driveway from Lanihuli Street, which is a two-lane, County-owned and maintained roadway consisting of varied pavement widths(24' to 39')within a sixty(60)- foot right-of-way. The adjacent, CG-20 zoned property to the east is improved with curb, gutter and sidewalk while the subject and adjacent RS-10 zoned lots have a three (3)-foot paved shoulders. Based on the proposed zoning, the Department of Public Works (DPW) recommends that the applicant provide improvements to the subject property's entire Lanihuli Street frontage consisting of, but not limited to consisting of, but not limited to, pavement widening with concrete curb, gutter, and sidewalk, drainage improvements, and any required utility relocation, meeting the requirements of the Americans with Disabilities Act and the Aaron S.Y. Chung, Council Chair and Members of the County Council Page 4 approval of the Department of Public Works. Furthermore, DPW requires that all driveway connections and construction within the Lanihuli Street Right-of-Way shall conform to Chapter 22,County Streets,of the Hawai`i County Code.Access to Lanihuli Street,including the provision of adequate sight distances, shall meet with the approval of the Department of Public Works, Engineering Division. Finally, DPW recommends that the applicant install streetlights and traffic control devices as may be required by the Traffic Division,Department of Public Works. The applicant shall be responsible for the design,purchase, and installation of such devices. The preceding will be added as conditions of approval. The proposed warehouse and food stalls are anticipated to generate approximately 32 trips entering and 15 trips exiting in the AM peak hour and 21 trips entering and 29 trips exiting in the PM peak hour. The applicant conducted a Traffic Assessment Report (TAR) dated October 10, 2019, prepared by SSFM International. The TAR concluded that traffic from the proposed warehouse/restaurant space is not expected to be significant. The total peak hour trips are expected to be at or below 50 trips (in and out) during the highest peak hour. Additionally, the proposed driveway should be designed with appropriate horizontal and vertical alignments, and adequate drainage. Finally, the TAR recommended a minimum five (5)-foot wide sidewalk should be included along the front of the property to encourage walking trips instead of vehicle trips. Conditions of approval will require the development of the driveway and sidewalks to meet DPW standards. Finally, as the proposed change of zone does not require the applicant to develop the currently proposed commercial development, a condition of approval will require a Traffic Impact Analysis Report(TIAR) should the applicant develop a use that generates over 50 peak hour trips. The project site has no severe geological or topographical problems which cannot be properly rectified, or which would render the land unusable. The property is located in flood zone "X" which is an area determined by FEMA to be an area of minimal flood hazard, which is typically outside the 500-year flood plain. According to the Department of Public Works —Engineering Division, all development-generated runoff shall be disposed of on site and not directed toward any adjacent properties. A drainage study shall be prepared by a licensed civil engineer and submitted to the Department of Public Works prior to the issuance of a construction permit. Any recommended drainage improvements, if required, shall be constructed meeting with the approval of the Department of Public Works prior to the construction of any proposed structures on the property. The preceding will be added as conditions of approval. Aaron S.Y. Chung, Council Chair and Members of the County Council Page 5 County water is available from an existing six (6)-inch waterline within Lanihuli Street, which fronts the subject parcel. A 5/8-inch meter currently serves the subject parcel, which is limited to an average daily usage of 400 gallons and a maximum daily usage of 600 gallons per day.The Department of Water Supply(DWS)will determine the appropriate water commitment deposit, prevailing facilities charge, and appropriate service lateral meter size required once the applicant provides estimated maximum daily water usage calculations for the proposed commercial land use. The DWS also requires a reduced pressure type backflow prevention assembly be installed. Finally, DWS indicated that the six (6)-inch waterline is inadequate to provide the required pressure of 2,000 gallons per minute of water flow for fire protection for commercial zoning per their water system standards. The applicant will be required to comply with Fire Department standards for fire suppression.The preceding will be added as conditions of approval. The subject property is accessible to an eight (8)-inch County sewer line within Lanihuli Street.The Department of Environmental Management(DEM)has required that any existing or new structure(s) connect to the public sewer in accordance with Section 21-5 (Sewers)of the Hawai`i County Code.The preceding will be added as conditions of approval. According to the application, solid waste will be handled by commercial haulers who will dispose of the refuse at the county landfill in Hilo and eventually to the West Hawai`i Sanitary Landfill. According to the State Department of Health(DOH),the applicant will need to follow clean air and community noise control requirements during construction of the project. In addition, the proposed food stalls will need to meet the requirements of Hawai`i Administrative Rules (HAR) Chapter 50, Food Safety Code. The preceding will be added as conditions of approval. Electrical and telephone services are available to the property. Police and fire services and medical services are available nearby in Hilo. The subject request is not contrary to Chapter 205A, Hawaii Revised Statues, relating to Coastal Zone Management.The subject parcel is not located within in the SMA. It is located over 1,600 feet from the nearest shoreline and therefore will not be impacted by coastal hazard and beach erosion. There is no record of a designated public access that traverses the property.No valued cultural,historical or natural resources exist on the property Aaron S.Y. Chung, Council Chair and Members of the County Council Page 6 and there is no evidence of any traditional and customary Native Hawaiian rights being practiced on the site.Thus,it is not anticipated that the proposed request will have any adverse impact on cultural or historical resources in the area. In view of the Hawai`i State Supreme Court's"PASH"and"Ka Pa`akai OKa'Aina" decisions,the issue relative to native Hawaiian gathering and fishing rights must be addressed in terms of the cultural, historical, and natural resources and the associated traditional and customary practices of the site: • Investigation of valued resources: No formal professional archaeological and cultural study was conducted of the property because it had been developed between the 1930's and 2014 with a residence. • The valued cultural, historical, and natural resources found in the rezoning area: There are no known historic sites on the property as listed on the State or National Register of Historic Places. Given the historical residential use of the site, the prospect of finding any archaeological/cultural resources is reduced. By letter dated March 27, 2020, the State Historic Preservation Division (SHPD) stated that due to the previous residential development on the property, they had no objection to the proposed change of zone. • Possible adverse effect or impairment of valued resources: There is no evidence that the flora in the area are particularly desired or used for cultural practices, thus adverse impacts are unlikely. • Feasible actions to protect native Hawaiian rights: No gathering is taking place on the site. Thus, to the extent to which traditional and customary native Hawaiian rights are exercised, the proposed action will not affect traditional Hawaiian rights; therefore, no action is necessary to protect these rights. Lastly, this recommendation is made with the understanding that the applicant remains responsible for complying with all other applicable governmental requirements in connection with the proposed use, prior to its commencement or establishment upon the subject properties. Additional governmental requirements may include the issuance of building permits, compliance with the Fire Code, installation of improvements required by Aaron S.Y. Chung, Council Chair and Members of the County Council Page 7 the American with Disabilities Act (ADA), among many others. Compliance with all applicable governmental requirements is a condition of this approval; failure to comply with such requirements will be considered a violation that may result in enforcement action by the Planning Department and/or the affected agencies. Based on the preceding findings, the request to rezone the property from a Single- Family Residential- 10,000 square feet(RS-10)to General Commercial-20,000 square feet (CG-20) zoned district would result in an appropriate land use pattern that would further benefit the general public. The accompanying draft bill to amend Section 25-8-33 (City of Hilo Zone Map), Article 8, Chapter 25 (Zoning Code)of the Hawai`i County Code,is provided for your favorable consideration. Please note the proposed conditions of approval attached to the draft bill. We are enclosing copies of the staff Background, Planning Director's Recommendation, the Power point presentation and a draft transcript of the hearing for your information to be provided under separate cover. Si, ;re ' 1 . Thomas Raf 1. , Chair Windward Planning Commission LTranREZ20-240wpc2 Enclosures cc: Ted Tran/Tran-Tonnu Family Trust Jelena Clay Department of Public Works Department of Water Supply John Mukai, Esq., Corporation Counsel RTran-TonnuFamilyTrustREZ.c rk.4.1.20 COUNTY OF HAWAII PLANNING DEPARTMENT RECOMMENDATION TED TRAN/TRAN-TONNU FAMILY TRUST CHANGE OF ZONE APPLICATION (REZ 20-000240) Upon careful review of the request against the guidelines for granting a change of zone, the Planning Director is recommending that a favorable recommendation of the Change of Zone request be forwarded to the County Council. Since this recommendation is made without the benefit of public testimony, the Director reserves the right to modify and/or alter this position based upon additional information presented at the public hearing. This favorable recommendation is based on the following findings: The applicant is requesting a change of zone from Single-Family Residential— 10,000 square feet (RS-10) to General Commercial—20,000 square feet (CG-20) zoning district for 20,812 square feet of land in order to develop a new, singe-story, 9,500 square-foot warehouse building, including three (3) 720 square-foot food stalls on the Lanihuli Street side. The height of the structure is not expected to exceed forty-five (45) feet, the maximum allowable by the Zoning Code. The applicant is also proposing a seventeen (17)-stall parking lot (including one handicapped stall) to accommodate customer and employee parking and a 10'x40' loading zone. On-site parking and landscaping will be provided as required by the Zoning Code. According to the applicant, the proximity to existing commercial development, visibility and accessibility of this area make this site attractive for food sales for both the local community and students of the nearby Hawai`i Community College and UH Hilo. In order to consider an area for any type of zoning designation, the applicable goals, policies and standards of the General Plan must be adequately addressed. It is only through such a comprehensive policy analysis approach that evaluations and decisions can be made to better time and stage developments to achieve growth determined by the General Plan and related planning documents. The implications of these evaluations and decisions must also be considered as they may have an impact on similar areas in the County. The change of zone request from an RS-10 to a CG-20 zoning district conforms to applicable goals, policies and standards of the General Plan. The Land Use Pattern Allocation Guide (LUPAG) Map component of the General Plan is a representation of the document's goals and policies to guide the coordinated growth and development of the County. It reflects a graphic depiction of the physical relationship among the various land uses. The request to change the zoning to a CG-20 district conforms to the LUPAG Map, which designates the property and the surrounding area as High Density Urban. Such designation allows general commercial, multiple family residential and related services (multiple family residential- up to 87 units per acre). In addition to being consistent with the LUPAG Map, the request would also support the following goals and policies of the General Plan Land Use element: • Provide for commercial developments that maximize convenience to its users. • Provide commercial developments that complement the overall pattern of transportation and land usage within the island's regions, communities, and neighborhoods. • Commercial facilities shall be developed in areas adequately served by necessary services, such as water, utilities, sewers, and transportation systems. • Commercial development shall maintain or improve the quality of the present environment through the consideration of visual, access, landscaping, and other design elements in their development. • Preference shall be given to commercial lands with a reasonably level topography. The subject 20,812 square-foot property is located at 78 Lanihuli Street, approximately 150 feet northeast of its intersection with Kino`ole Street. The property is rectangular in shape with about 86 feet of frontage along Lanihuli Street. The topography is fairly level and currently vacant of any structures and improvements. According to the applicant, the property was previously improved with a single-family dwelling from the early 1930s that was demolished under permit in 2014. -2- A mix of commercial and residential zoning and uses surrounds the property. The property directly adjacent to the east is zoned CG-20 and is the site of the Veterans Center and a medical office and properties adjacent to the west are also zoned RS-10 and CG-20, with the latter consisting of a salon and an auto repair shop. Properties adjacent to the north and across Lanihuli Street to the south are a mix of Single-Family residential and(RS-10) and General Commercial and consist of residential and medical clinic/office uses. Other zoning in the area includes Double-Family Residential (RD), General Commercial (CG) and Limited Industrial (ML) designations and uses, consistent with an area transitioning from residential to commercial in nature. The applicant will provide on-site parking and landscaping as required by the Zoning Code. Additionally, the applicant will provide basic infrastructure needed to support commercial uses such as County potable water, connection to the County sewer system, curb, gutter and sidewalk improvements along Lanihuli Street, and fire suppression measures and electrical service. Thus, the applicant's request is consistent with surrounding land uses and zoning and the goals, policies and standards of the General Plan. All essential utilities and services are available to the site. The subject parcel is currently accessed via a driveway from Lanihuli Street, which is a two-lane, County- owned and maintained roadway consisting of varied pavement widths (24' to 39') within a sixty (60)-foot right-of-way. The adjacent, CG-20 zoned property to the east is improved with curb, gutter and sidewalk while the subject and adjacent RS-10 zoned lots have a three (3)-foot paved shoulders. Based on the proposed zoning, the Department of Public Works (DPW) recommends that the applicant provide improvements to the subject property's entire Lanihuli Street frontage consisting of, but not limited to consisting of, but not limited to, pavement widening with concrete curb, gutter, and sidewalk, drainage improvements, and any required utility relocation, meeting the requirements of the Americans with Disabilities Act and the approval of the Department of Public Works. Furthermore, DPW requires that all driveway connections and construction within the Lanihuli Street Right-of-Way shall conform to Chapter 22, County Streets, of the Hawai`i County Code. Access to Lanihuli Street, including the provision of adequate sight -3- distances, shall meet with the approval of the Department of Public Works, Engineering Division. Finally, DPW recommends that the applicant install streetlights and traffic control devices as may be required by the Traffic Division, Department of Public Works. The applicant shall be responsible for the design, purchase, and installation of such devices. The preceding will be added as conditions of approval. The proposed warehouse and food stalls are anticipated to generate approximately 32 trips entering and 15 trips exiting in the AM peak hour and 21 trips entering and 29 trips exiting in the PM peak hour. The applicant conducted a Traffic Assessment Report (TAR) dated October 10, 2019, prepared by SSFM International. The TAR concluded that traffic from the proposed warehouse/restaurant space is not expected to be significant. The total peak hour trips are expected to be at or below 50 trips (in and out) during the highest peak hour. Additionally, the proposed driveway should be designed with appropriate horizontal and vertical alignments, and adequate drainage. Finally, the TAR recommended a minimum five (5)-foot wide sidewalk should be included along the front of the property to encourage walking trips instead of vehicle trips. Conditions of approval will require the development of the driveway and sidewalks to meet DPW standards. Finally, as the proposed change of zone does not require the applicant to develop the currently proposed commercial development, a condition of approval will require a Traffic Impact Analysis Report (TIAR) should the applicant develop a use that generates over 50 peak hour trips. The project site has no severe geological or topographical problems which cannot be properly rectified, or which would render the land unusable. The property is located in flood zone "X" which is an area determined by FEMA to be an area of minimal flood hazard, which is typically outside the 500-year flood plain. According to the Department of Public Works — Engineering Division, all development-generated runoff shall be disposed of on site and not directed toward any adjacent properties. A drainage study shall be prepared by a licensed civil engineer and submitted to the Department of Public Works prior to the issuance of a construction permit. Any recommended drainage improvements, if required, shall be constructed meeting with the approval of the -4- Department of Public Works prior to the construction of any proposed structures on the property. The preceding will be added as conditions of approval. County water is available from an existing six (6)-inch waterline within Lanihuli Street, which fronts the subject parcel. A 5/8-inch meter currently serves the subject parcel, which is limited to an average daily usage of 400 gallons and a maximum daily usage of 600 gallons per day. The Department of Water Supply (DWS) will determine the appropriate water commitment deposit, prevailing facilities charge, and appropriate service lateral meter size required once the applicant provides estimated maximum daily water usage calculations for the proposed commercial land use. The DWS also requires a reduced pressure type backflow prevention assembly be installed. Finally, DWS indicated that the six (6)-inch waterline is inadequate to provide the required pressure of 2,000 gallons per minute of water flow for fire protection for commercial zoning per their water system standards. The applicant will be required to comply with Fire Department standards for fire suppression. The preceding will be added as conditions of approval. The subject property is accessible to an eight(8)-inch County sewer line within Lanihuli Street. The Department of Environmental Management (DEM)has required that any existing or new structure(s) connect to the public sewer in accordance with Section 21-5 (Sewers) of the Hawai`i County Code. The preceding will be added as conditions of approval. According to the application, solid waste will be handled by commercial haulers who will dispose of the refuse at the county landfill in Hilo and eventually to the West Hawai`i Sanitary Landfill. According to the State Department of Health(DOH), the applicant will need to follow clean air and community noise control requirements during construction of the project. In addition, the proposed food stalls will need to meet the requirements of Hawai`i Administrative Rules (HAR) Chapter 50, Food Safety Code. The preceding will be added as conditions of approval. Electrical and telephone services are available to the property. Police and fire services and medical services are available nearby in Hilo. -5- The subject request is not contrary to Chapter 205A, Hawaii Revised Statues, relating to Coastal Zone Management. The subject parcel is not located within in the SMA. It is located over 1,600 feet from the nearest shoreline and therefore will not be impacted by coastal hazard and beach erosion. There is no record of a designated public access that traverses the property. No valued cultural, historical or natural resources exist on the property and there is no evidence of any traditional and customary Native Hawaiian rights being practiced on the site. Thus, it is not anticipated that the proposed request will have any adverse impact on cultural or historical resources in the area. In view of the Hawai`i State Supreme Court's "PASH" and "Ka Pa`akai 0 Ka`Aina"decisions, the issue relative to native Hawaiian gathering and fishing rights must be addressed in terms of the cultural, historical, and natural resources and the associated traditional and customary practices of the site: • Investigation of valued resources: No formal professional archaeological and cultural study was conducted of the property because it had been developed between the 1930's and 2014 with a residence. • The valued cultural, historical, and natural resources found in the rezoning area: There are no known historic sites on the property as listed on the State or National Register of Historic Places. Given the historical residential use of the site, the prospect of finding any archaeological/cultural resources is reduced. By letter dated March 27, 2020, the State Historic Preservation Division (SHPD) stated that due to the previous residential development on the property, they had no objection to the proposed change of zone. • Possible adverse effect or impairment of valued resources: There is no evidence that the flora in the area are particularly desired or used for cultural practices, thus adverse impacts are unlikely. • Feasible actions to protect native Hawaiian rights: No gathering is taking place on the site. Thus, to the extent to which traditional and customary native Hawaiian rights are exercised, the proposed action will not affect -6- traditional Hawaiian rights; therefore, no action is necessary to protect these rights. Lastly, this recommendation is made with the understanding that the applicant remains responsible for complying with all other applicable governmental requirements in connection with the proposed use, prior to its commencement or establishment upon the subject properties. Additional governmental requirements may include the issuance of building permits, compliance with the Fire Code, installation of improvements required by the American with Disabilities Act (ADA), among many others. Compliance with all applicable governmental requirements is a condition of this approval; failure to comply with such requirements will be considered a violation that may result in enforcement action by the Planning Department and/or the affected agencies. Based on the preceding findings, the request to rezone the property from a Single- Family Residential - 10,000 square feet (RS-10) to General Commercial - 20,000 square feet (CG-20) zoned district would result in an appropriate land use pattern that would further benefit the general public. The accompanying draft bill to amend Section 25-8-33 (City of Hilo Zone Map), Article 8, Chapter 25 (Zoning Code) of the Hawai`i County Code, is provided for your favorable consideration. Please note the proposed conditions of approval attached to the draft bill. -7- �tVOsM, COUNTY OF HAWAII '''�=��% • STATE OF HAWAII • �tE'Of•M�'� BILL NO. ORDINANCE NO. 4014114 nepr AN ORDINANCE AMENDING SECTION 25-8-33 (CITY OF HILO ZONE MAP), ARTICLE 8, CHAPTER 25 (ZONING CODE) OF THE HAWAII COUNTY CODE 1983 (2016 EDITION, AS AMENDED), BY CHANGING THE DISTRICT CLASSIFICATION FROM SINGLE FAMILY RESIDENTIAL— 10,000 SQUARE FEET (RS-10) TO GENERAL COMMERCIAL—20,000 SQUARE FEET (CG-20) AT WAIAKEA HOUSELOTS 2ND, WAIAKEA, SOUTH HILO, HAWAII, COVERED BY TAX MAP KEY: 2-2-021:008. BE IT ORDAINED BY THE COUNCIL OF THE COUNTY OF HAWAI`I: SECTION 1. Section 25-8-33, Article 8, Chapter 25 (Zoning Code) of the Hawai`i County Code 1983 (2016 Edition, as amended) is amended to change the district classification of property described hereinafter as follows: The district classification of the following area situated at Waiakea Houselots 2nd, Waiakea, South Hilo, Hawai`i, shall be General Commercial—20,000 square feet (CG-20): Beginning at a pipe at the East corner of this lot, the South corner of Lot 16, Block 62, and on the North side of road (60 feet wide), the coordinates of the said point of beginning referred to Government Survey Triangulation Station "HALAI" being 2,044.74 feet South and 6,046.25 feet East, as shown on Government Survey Registered Map No. 2705, and running by true azimuths: 1. 58°° 10' 86.0 feet along road (60 feet wide); 2. 148° 10' 242.0 feet along Lots 14 and 13; 3. 238° 10' 86.0 feet along Lot 10; -1- 4. 328° 10' 242.0 feet along Lot 16 to the point of beginning and containing an area of 20,812 square feet more or less. All as shown on the map attached hereto, marked Exhibit "A" and by reference made a part hereof. SECTION 2. In accordance with Section 25-2-44, Hawai`i County Code 1983 (2016 Edition, as amended), the County Council finds the following conditions are: (1) Necessary to prevent circumstances which may be adverse to the public health, safety and welfare; or (2) Reasonably conceived to fulfill needs directly emanating from the land use proposed with respect to: (A) Protection of the public from the potentially deleterious effects of the proposed use, or (B) Fulfillment of the need for public service demands created by the proposed use. SEE ATTACHED CONDITIONS SECTION 3. Severability. If any provision of this ordinance, or the application thereof to any person or circumstance, is held invalid, the invalidity does not affect other provisions or applications of the ordinance which can be given effect without the invalid provision or application, and to this end the provisions of this ordinance are severable. -2- SECTION 4. This ordinance shall take effect upon its approval. INTRODUCED BY: COUNCIL MEMBER, COUNTY OF HAWAII , Hawai`i Date of Introduction: Date of 1st Reading: Date of 2nd Reading: Effective Date: -3- RD-3.75 CG-20 RS-10 RD-3.75 RD-3.75 S� R5-10 RD-3.75 ����-� RD-3.75 l�, �O CG-20 J'J, RD-3.75 SINGLE FAMILY RESIDENTIAL -10,000 SQUARE FEET(RS-10)TO GENERAL COMMERCIAL-20,000 SQUARE FEET(CG-20) RD-3.75 20,812 SQUARE FEET RD-3.75 R5-10 RD-3.75 R5-10 'D-3.79 _a_4 RD-3.75 7_.a St a _ b ? _ -,,,,,,,-4,a^L , CG-20 "'' , RD-3.75 R5-10 ,, CG-20 2 y R5-10 0 # ^qty Y''t.. � ry Z �� \5 R5-10 \.)\CG-20 �\ \,P 2044.74'5 6046.25'E CG-20 "HALM" R5-10 R5-10 R5-10 CG-20 R5-10 CG-20 CG-10 R5-10 N CG-20 R5-10 CG-20 CG-20 R5-10 CG-20 Feet 0 100 200 300 400 500 AMENDMENT TO THE ZONING CODE AMENDING SECTION 25-8-33 (CITY OF HILO ZONE MAP) ARTICLE 8, CHAPTER 25 (ZONING) OF THE HAWAII COUNTY CODE 1983 (2016 EDITION, AS AMENDED), BY CHANGING THE DISTRICT CLASSIFICATION FROM SINGLE FAMILY RESIDENTIAL - 10,000 SQUARE FEET (RS-10) TO GENERAL COMMERCIAL - 20,000 SQUARE FEET (CG-20) AT WAIAKEA HOUSELOTS 2ND, WAIAKEA, SOUTH HILO, HAWAII MAP PREPARED BY: TMK:(3)2-2-021:008 COUNTY OF HAWAII, PLANNING DEPARTMENT DATE:January 3,2020 EXHIBIT "A" Tran-Tonnu Family Trust Map: 1414 CTran-TonnuFamilyTrustREZ.c rk.3.11.20 TED TRAN/TRAN-TONNU FAMILY TRUST CHANGE OF ZONE APPLICATION (REZ 20-000240) CONDITIONS OF APPROVAL A. The applicant, successors or assigns shall be responsible for complying with all of the stated conditions of approval. B. Construction of the proposed development, as substantially represented by the applicant, or as permitted by the zoning district classification, shall be completed within five (5) years from the effective date of this ordinance. Prior to construction, the applicant, successors or assigns shall secure Final Plan Approval for the proposed development from the Planning Director in accordance with Section 25-2-70, Chapter 25 (Zoning Code), Hawai`i County Code. Plans shall identify all proposed structure(s), paved driveway access and parking stalls associated with the proposed development. Landscaping shall be indicated on the plans for the purpose of mitigating any adverse noise or visual impacts to adjacent properties in accordance with the requirements of Planning Department's Rule No. 17 (Landscaping Requirements) and Chapter 25 (Zoning Code), Hawai`i County Code. C. Prior to the issuance of a water commitment by the Department of Water Supply(DWS), the applicant(s) shall submit the anticipated maximum daily water usage calculations as prepared by a professional engineer licensed in the State of Hawai`i to the DWS. A water commitment deposit shall be paid to the DWS within 180 days from the effective date of this ordinance in accordance with Rule 5 of the Department of Water Supply's Rules and Regulations. The applicant, its successors or assigns are responsible for maintaining valid water commitments to support the proposed use until such time that required water facilities charges are paid in full. The applicant shall construct necessary water system improvements as required by the DWS. D. The applicant, successors, or assigns shall install a reduced pressure type backflow prevention assembly within five (5) feet of the existing water meter and any additional water meters on private property, which must be inspected and approved by the Department of Water Supply. E. The applicant, successors, or assigns shall implement any improvements required by the Fire Department and/or Department of Water Supply to ensure that fire protection requirements can be met for commercial zoning. F. Prior to issuance of a Certificate of Occupancy for a commercial use on the property, the applicant, successors, or assigns shall provide improvements to the subject property's entire Lanihuli Street frontage consisting of, but not limited to consisting of, but not limited to, pavement widening with concrete curb, gutter, and sidewalk, drainage improvements, and any required utility relocation, meeting the requirements of the Americans with Disabilities Act and the approval of the Department of Public Works. G. Driveway connection(s) to Lanihuli Street and construction within the Lanihuli Street Right-of-Way shall conform to Chapter 22, County Streets, of the Hawai`i County Code. H. The applicant shall be responsible for the design, purchase, and installation of streetlights and traffic control devices as may be required by the Traffic Division, Department of Public Works. Should the applicant, successors or assigns develop an additional land use which the Planning Department, in consultation with the Department of Public Works, determines will generate over 50 peak hour trips, a Traffic Impact Analysis Report (TIAR) shall be submitted for review and approval by the Department of Public Works prior to Final Plan Approval. The applicant shall implement, when required by the Department of Public Works, at no cost to the County, any transportation system improvements that may be deemed necessary by the Department of Public Works. J. All development-generated runoff shall be disposed of on site and shall not be directed toward any adjacent properties. A drainage study shall be prepared by a licensed civil engineer and submitted to the Planning Department prior to Final Plan Approval. Any recommended drainage improvements, if required, shall be constructed meeting with the approval of the Department of Public Works prior to receipt of a Certificate of Occupancy. K. The property shall connect to the public sewer in accordance with Section 21-5 of the Hawai`i County Code prior to issuance of a Certificate of Occupancy. L. In the unlikely event that surface or subsurface historic resources, including human skeletal remains, structural remains (e.g. rock walls, terraces, platforms, etc.), cultural -2- deposits, marine shell concentrations, sand deposits, or sink holes are identified during the demolition and/or construction work, cease work in the immediate vicinity of the find, protect the find from additional disturbance and contact the State Historic Preservation Division at (808) 933-7651. Subsequent work shall proceed upon an archaeological clearance from DLNR-SHPD when it finds that sufficient mitigation measures have been taken. M. Should the applicant, successors, or assigns develop residential units on the subject property, the applicant shall make its fair share contribution to mitigate the potential regional impacts of the property with respect to parks and recreation, fire, police, solid waste disposal facilities and roads. The fair share contribution for each unit shall be based on the actual number of residential units developed and shall become due and payable prior to receipt of Final Plan Approval. The fair share contribution in a form of cash, land, facilities or any combination thereof shall be determined by the County Council. The fair share contribution may be adjusted annually beginning three years after the effective date of this ordinance, based on the percentage change in the Honolulu Consumer Price Index (HCPI). The fair share contribution shall have a combined value of $9,366.52 per multiple family residential unit ($14,596.67 per single family residential unit). The total amount shall be determined with the actual number of units according to the calculation and payment provisions set forth in this condition. The fair share contribution per multiple family residential unit (single family residential unit) shall be allocated as follows: 1. $4,620.24 per multiple family residential unit ($7,038.77 per single family residential unit) to the County to support park and recreational improvements and facilities; 2. $146.02 per multiple family residential unit ($339.55 per single family residential unit) to the County to support police facilities; 3. $449.18 per multiple family residential unit ($670.66 per single family residential unit) to the County to support fire facilities; 4. $200.20 per multiple family residential unit ($293.62 per single family residential unit) to the County to support solid waste facilities; and 5. $3,950.87 per multiple family residential unit ($6,254.07 per single family -3- residential unit) to the County to support road and traffic improvements. In lieu of paying the fair share contribution, the applicant may contribute land and/or construct improvements/facilities related to parks and recreation, fire, police, solid waste disposal facilities and roads within the region impacted by the proposed development, subject to the review and recommendation of the Planning Director, upon consultation with the appropriate agencies and approval of the County Council. N. Should the Council adopt a Unified Impact Fees Ordinance setting forth criteria for imposition of exactions or the assessment of impact fees, conditions included herein shall be credited towards the requirements of the Unified Impact Fees Ordinance. • O. To ensure that the Goals and Policies of the Housing Element of the General Plan are implemented, the applicant shall comply with the requirements of Chapter 11, Article 1, Hawai`i County Code relating to Affordable Housing Policy. This requirement shall be approved by the Administrator of the Office of Housing and Community Development prior to Final Plan Approval. P. The applicant, successors or assigns shall comply with all applicable County, State and Federal laws, rules, regulations and requirements. Q. An initial extension of time for the performance of conditions within the ordinance may be granted by the Director upon the following circumstances: 1. The non-performance is the result of conditions that could not have been foreseen or are beyond the control of the applicant, successors or assigns, and that are not the result of their fault or negligence. 2. Granting of the time extension would not be contrary to the General Plan or Zoning Code. 3. Granting of the time extension would not be contrary to the original reasons for the granting of the change of zone. 4. The time extension shall be for a period not to exceed the period originally granted for performance (i.e., a condition to be performed within one year may be extended for up to one additional year). 5. If the applicant should require an additional extension of time, the Planning Director shall submit the applicant's request to the County Council for appropriate action. -4- R. Should any of the conditions not be met or substantially complied with in a timely fashion, the Planning Director may initiate rezoning of the subject area to its original or more appropriate designation. -5- BTran-TonnuFamilyTrustREZ.crk.4.1.20 COUNTY OF HAWAII PLANNING DEPARTMENT BACKGROUND REPORT TED TRAN/TRAN-TONNU FAMILY TRUST CHANGE OF ZONE APPLICATION (REZ 20-000240) TED TRAN/TRAN-TONNU FAMILY TRUST has submitted an application for a Change of Zone from a Single-Family Residential-10,000 square feet (RS-10) to a General Commercial- 20,000 square feet (CG-20) zoning district for approximately 20,812 square feet of land. The subject property is located at 78 Lanihuli Street, approximately 150 feet northeast of its intersection with Kino`ole Street, Waiakea Houselots, 2nd Series, South Hilo, Hawaii, TMK: (3) 2-2-021 :008. PROPOSED ACTION 1. Applicant's Request: Change of Zone from Single-Family Residential— 10,000 square feet (RS-10) to General Commercial—20,000 square feet (CG-20) zoning district for 20,812 square feet of land. According to the Zoning Code, the General Commercial district applies to an area suitable for commercial uses and services on a broad basis to serve as the central shopping or principal downtown area for a city or a region. No CG district shall be established until there is a demonstrated need for such action and no two CG districts shall be established in such relationship to each other that they cannot act as one center and yet are too close together to serve two distinct regions. Requirements for establishing a land use in the CG district, including a list of the variety of permitted land uses, are shown in Section 25-5-110 to 118 of the Zoning Code. (Planning Department Exhibit 1 —Zoning Code Requirements for General Commercial Districts) 2. Proposed Development/Reason for Development: The applicant is requesting to change the zoning to CG-20 in order to develop a new, single-story, 9,500 square-foot warehouse building, including three (3) 720 square-foot food stalls on the Lanihuli Street side. The height of the structure is not expected to exceed forty-five (45) feet, the maximum allowable by the Zoning Code. The applicant is also proposing a seventeen (17)-stall parking lot (including one handicapped stall) to accommodate customer and -1- employee parking and a 10'x40' loading zone. On-site parking and landscaping will be provided as required by the Zoning Code. According to the applicant,the proximity to existing commercial development, visibility and accessibility of this area make this site attractive for food sales for both the local community and students of the nearby Hawai`i Community College and UH Hilo. (Planning Department Exhibit 2 - Change of Zone Application dated December 20, 2019) 3. Hours of Operation: The expected food vending hours of operation are 8:00 am to 9:00 pm daily, with the exception of holidays. It is categorized as fast food with a few tables for dining in. The warehouse hours are expected to be 8:00 am to 5:00 pm. The warehouse is proposed as a stand-alone business, categorized as a restaurant supply warehouse. 4. Project Timetable and Cost: The applicant intends to finalize the construction plans and begin construction within the next year. The anticipated opening would be late 2021. The applicant estimates the cost of this project at $600,000. 5. Landowners: Tran-Tonnu Family Trust. STATE AND COUNTY PLANS 6. State Land Use District: Urban. 7. General Plan LUPAG Map Designation: High Density Urban, which allows general commercial, multiple family residential and related services (multiply family residential- up to 87 units per acre). 8. County Zoning: Single-Family Residential-10,000 square feet (RS-10). 9. Hilo Community Development Plan: The Hilo CDP, adopted by Resolution No. 1 on May 21, 1975, identifies the area as RS-10 zoning for single-family residential development. 10. Special Management Area (SMA): The subject parcel is not located within in the SMA and is over 1,600 feet from the nearest shoreline. DESCRIPTION OF PROPERTY AND SURROUNDING AREA 11. Subject Property: The subject 20,812 square-foot property is rectangular in shape with about 86 feet of frontage along Lanihuli Street. The topography is fairly level and -2- currently vacant of any structures and improvements. According to the applicant, the property was previously improved with a single-family dwelling from the early 1930s that was demolished under permit in 2014. 12. Surrounding Land Uses/Zoning: A mix of commercial and residential zoning and uses surrounds the property. The property directly adjacent to the east is zoned CG-20 and is the site of the Veterans Center and a medical office. Properties adjacent to the west are also zoned RS-10 and CG-20, with the latter consisting of a salon and an auto repair shop. Properties adjacent to the north and across Lanihuli Street to the south are a mix of Single-Family residential and (RS-10) and General Commercial and consist of residential and medical clinic/office uses. Other zoning in the area includes Double-Family Residential (RD) and General Commercial, and Limited Industrial (ML) designations and uses. 13. Flood Zone/Drainage: Zone X, an area determined by FEMA to be areas of minimal flood hazard typically located outside the 500-year flood plain. According to the Department of Public Works—Engineering Division, all development-generated runoff shall be disposed of on site and not directed toward any adjacent properties. A drainage study shall be prepared by a licensed civil engineer and submitted to the Department of Public Works prior to the issuance of a construction permit. Any recommended drainage improvements, if required, shall be constructed meeting with the approval of the Department of Public Works prior to the construction of any proposed structures on the property. 14. Flora/Fauna Resources: No professional floral or faunal survey was conducted of the property due to the long-time residential use of the property and the urban character of the surrounding area. According to the applicant, the property consists of overgrown lawn and non-native plants and weeds. Fauna common to the area include introduced birds, domestic animals and rats/mongoose. Based on the preceding, it is unlikely that rare or endangered floral or faunal resources are likely to be found within or proximate to the site. -3- 15. Archaeological/Cultural/Historical Resources: No professional archaeological and cultural study was conducted of the property because it had been developed between the 1930's and 2014 with a residence. The historical residential use of the site reduces the prospect of finding any archaeological/cultural resources. There are no known historic sites on the property as listed on the State or National Register of Historic Places. By letter dated March 27, 2020, the State Historic Preservation Division(SHPD) stated that due to the previous residential development on the property, they had no objection to the proposed change of zone. 16. Public Access: There is no public access to the mountains or the shoreline that traverses the property. 17. Traffic: According to the applicant, the proposed warehouse and food stalls are anticipated to generate approximately 32 trips entering and 15 trips exiting in the AM peak hour and 21 trips entering and 29 trips exiting in the PM peak hour. The applicant conducted a Traffic Assessment Report (TAR) dated October 10, 2019, prepared by SSFM International. The TAR can be found in its entirety in Exhibit B of the application. The TAR concluded that traffic from the proposed warehouse/restaurant space is not expected to be significant. The total peak hour trips are expected to be at or below 50 trips (in and out) during the highest peak hour. Additionally, the proposed driveway should be designed with appropriate horizontal and vertical alignments, and adequate drainage. Finally, the TAR recommended a minimum five (5)-foot wide sidewalk should be included along the front of the property to encourage walking trips instead of vehicle trips. UTILITIES AND SERVICES 18. Access: The subject parcel is currently accessed via a driveway from Lanihuli Street, which is a two-lane, County-owned and maintained roadway consisting of varied pavement widths (24' to 39') within a sixty(60)-foot right-of-way. The adjacent, CG-20 zoned property to the east is improved with curb, gutter and sidewalk while the subject and adjacent RS-10 zoned lots have a three (3)-foot paved shoulders. Based on the proposed zoning, the Department of Public Works (DPW) recommends that the applicant -4- provide improvements to the subject property's entire Lanihuli Street frontage consisting of, but not limited to pavement widening with concrete curb, gutter, and sidewalk, drainage improvements, and any required utility relocation, meeting the requirements of the Americans with Disabilities Act and the approval of the Department of Public Works. Furthermore, DPW requires that all driveway connections and construction within the Lanihuli Street Right-of-Way shall conform to Chapter 22, County Streets, of the Hawai`i County Code. Access to Lanihuli Street, including the provision of adequate sight distances, shall meet with the approval of the Department of Public Works, Engineering Division. Finally, DPW recommends that the applicant install streetlights and traffic control devices as may be required by the Traffic Division, Department of Public Works. The applicant shall be responsible for the design, purchase, and installation of such devices. 19. Water: County water is available from an existing six (6)-inch waterline within Lanihuli Street, which fronts the subject parcel. A 5/8-inch meter currently serves the subject parcel, which is limited to an average daily usage of 400 gallons and a maximum daily usage of 600 gallons per day. The Department of Water Supply (DWS) will determine the appropriate water commitment deposit, prevailing facilities charge, and appropriate service lateral meter size required once the applicant provides estimated maximum daily water usage calculations for the proposed commercial land use. The DWS also requires a reduced pressure type backflow prevention assembly be installed. Finally, DWS indicated that the six (6)-inch waterline is inadequate to provide the required pressure of 2,000 gallons per minute of water flow for fire protection for commercial zoning per their water system standards. 20. Wastewater: The subject property has access to an eight (8)-inch County sewer line within Lanihuli Street. The Department of Environmental Management (DEM)has required that any existing or new structure(s) connect to the public sewer in accordance with Section 21-5 (Sewers) of the Hawai`i County Code. 21. Solid Waste: There are no municipal waste collection services in the County. According to the application, solid waste will be handled by commercial haulers who will dispose of -5- the refuse at the county landfill in Hilo and eventually to the West Hawai`i Sanitary Landfill. Typically, the waste generation of a project of this nature should be comparable to the waste of ten (10) to eleven (11) residences. 22. Utilities and Services: All essential utilities and services are available to the property. Police, fire and medical services are available nearby in Hilo. AGENCY COMMENTS PROVIDED 23. Department of Public Works-Engineering Division: (Planning Department Exhibit 3-January 24, 2020 memo.) 24. Department of Water Supply: (Planning Department Exhibit 4-January 13, 2020 memo.) 25. Department of Environmental Management-Wastewater Division: (Planning Department Exhibit 5- January 13, 2020 memo.) 26. State Department of Health: (Planning Department Exhibit 6-January 14, 2020 memo.) 27. State Department of Land and Natural Resources-Engineering Division (Planning Department Exhibit 7- January 7, 2020 memo.) 28. State Department of Land and Natural Resources-State Historic Preservation Division (Planning Department Exhibit 8—March 27, 2020 letter.) AGENCIES - NO COMMENTS OR OBJECTIONS 29. Department of Environmental Management— Solid Waste Division, Police Department, State Department of Land and Natural Resources—Land Division. AGENCIES - NO RESPONSE 30. Department of Public Works-Traffic Division, Department of Public Works-Building Division, Fire Department. PUBLIC COMMENTS 31. As of this writing, the Planning Department has not received any written objections or comments from the general public or adjacent landowners on the subject application. -6- § 25-5-108 HAWAII COUNTY CODE (c) Exceptions to the regulations for the CN district regarding heights, building site areas, building site average widths and yards, may be approved by the commission within a planned unit development. (1996, ord 96-160, sec 2; ratified April 6, 1999; am 2005, ord 05-155, sec 11; am 2015, ord 15-33, sec 4.) Division 11. CG, General Commercial Districts. Section 25-5-110. Purpose and applicability. (a) The CG (general commercial) district applies to an area suitable for commercial uses and services on a broad basis to serve as the central shopping or principal downtown area for a city or a region. (b) No CG district shall be established until there is a demonstrated need for such action and no two CG districts shall be established in such relationship to each other that they cannot act as one center and yet are too close together to serve two distinct regions. (1996, ord 96-160, sec 2; ratified April 6, 1999.) Section 25-5-111. Designation of CG districts. Each CG (general commercial) district shall be designated by the symbol "CG" followed by a number which indicates the minimum land area, in thousands of square feet, required for each building site. (1996, ord 96-160, sec 2; ratified April 6, 1999.) Section 25-5-112. Permitted uses. (a) The following uses shall be permitted uses in the CG district: (1) Adult day care homes. (2) Amusement and recreation facilities, indoor. (3) Art galleries, museums. (4) Art studios. (5) Automobile service stations. (6) Automobile sales and rentals. (7) Bars, nightclubs and cabarets. (8) Bed and breakfast establishments, as permitted under section 25-4-7. (9) Boarding facilities, rooming, or lodging houses, provided that the maximum density shall be one thousand two hundred fifty square feet of land area per rentable unit or dwelling unit. (10) Broadcasting stations. (11) Business services. (12) Car washing, provided that if it is mechanized, sound attenuated structures or sound attenuated walls shall be erected and maintained on the property lines. (13) Catering establishments. (14) Cemeteries and mausoleums, as permitted under chapter 6, article 1 of this Code. P' 25-104 anning Dept. Exhibit ZONING § 25-5-112 (15) Churches, temples and synagogues. (16) Cleaning plants using only nonflammable hydrocarbons in a sealed unit as the cleansing agent. (17) Commercial parking lots and garages. (18) Community buildings, as permitted under section 25-4-11. (19) Convenience stores. (20) Crematoriums, funeral homes, funeral services, and mortuaries. (21) Crop production. (22) Day care centers. (23) Display rooms for products sold elsewhere. (24) Dwellings, double-family or duplex, provided that the maximum density shall be one thousand two hundred fifty square feet of land area per rentable unit or dwelling unit. (25) Dwellings, multiple-family, provided that the maximum density shall be one thousand two hundred fifty square feet of land area per rentable unit or dwelling unit. (26) Dwellings, single-family. (27) Equipment sales and rental yards, and other yards where retail products are displayed in the open. (28) Family child care homes. (29) Farmers markets. When the vending activity in a farmers market involves more than just the sale of local fresh and/or raw produce, plant life, fish and local homegrown and homemade products for more than two days a week, the director, at the time of plan approval, shall restrict the hours of use, maintenance and operations and may require improvements as determined appropriate to ensure its compatibility with the existing character of the surrounding area. (30) Financial institutions. (31) Group living facilities. (32) Home occupations, as permitted under section 25-4-13. (33) Hospitals, sanitariums, old age, convalescent, nursing and rest homes and other similar uses. (34) Hotels. (35) Ice storage and dispensing facilities. (36) Laboratories, medical and research. (37) Laundries. (38) Light manufacturing, processing and packaging, where the only retail sales outlet for products produced is on the premises where produced. (39) Medical clinics. (40) Meeting facilities. (41) Model homes, as permitted under section 25-4-8. (42) Neighborhood parks, playgrounds, tennis courts, swimming pools, and similar neighborhood recreational areas and uses. (43) Offices. 25-105 A § 25-5-112 HAWAI`I COUNTY CODE (44) Personal services. (45) Photography studios. (46) Public uses and structures, as permitted under section 25-4-11. (47) Printing shops, cartographing and duplicating processes such as blueprinting or photostating shops. (48) Repair establishments, minor. (49) Restaurants. (50) Retail establishments. (51) Schools. (52) Short-term vacation rentals. (53) Telecommunication antennas, as permitted under section 25-4-12. (54) Theaters. (55) Time share units. (56) Utility substations, as permitted under section 25-4-11. (57) Veterinary establishments. (b) In addition to those uses permitted under subsection (a) above, the following uses may be permitted in the CG district, provided that a use permit is issued for each use: (1) Golf courses and related golf course uses, including golf driving ranges, golf maintenance buildings and golf club houses, provided that the property is within the state land use urban or rural district. Golf courses and golf driving ranges shall not be permitted within the state land use agricultural district unless approved by the County before July 1, 2005. (2) Major outdoor amusement and recreation facilities. (3) Yacht harbors and boating facilities. (c) Residential uses in connection with the operation of any permitted use shall be permitted in the CG district. (d) Buildings and uses normally considered accessory to the uses permitted in this section shall also be permitted in the CG district. (1996, ord 96-160, sec 2; ratified April 6, 1999; am 2012, ord 12-28, sec 13; am 2014, ord 14-86, sec 11; am 2018, ord 18-114, sec 11.) Section 25-5-113. Height limit. (a) The height limit in the CG district shall be forty-five feet, except in those areas designated in subsection (b) below. (b) The height limit in the City of Hilo shall be one hundred twenty feet. (1996, ord 96-160, sec 2; ratified April 6, 1999; am 2002, ord 02-88, sec 2.) Section 25-5-114. Minimum building site area. The minimum building site area in the CG district shall be seven thousand five hundred square feet. (1996, ord 96-160, sec 2; ratified April 6, 1999.) SUPP. 6 (7-2019) 25-106 ZONING § 25-5-115 Section 25-5-115. Minimum building site average width. Each building site in the CG district shall have a minimum building site average width of sixty feet. (1996, ord 96-160, sec 2; ratified April 6, 1999.) Section 25-5-116. Minimum yards. The minimum yards in the CG district shall be as follows: (1) Front or rear yards, fifteen feet; and (2) Side yards, none, except where the adjoining building site is in an RS, RD, RM or RCX district. Where the side yard adjoins the side yard of a building site in an RS, RD, RM or RCX district, there shall be a side yard which conforms to the side yard requirements for dwelling use of the adjoining district. (1996, ord 96-160, sec 2; ratified April 6, 1999.) Section 25-5-117. Landscaping of yards. (a) All front yards in the CG district shall be landscaped, except for necessary access drives and walkways, and except for the construction of one single-family dwelling and accessory buildings per lot. (b) Where any required side or rear yard in the CG district adjoins a building site in an RS, RD, RM or RCX district, the side or rear yard shall be landscaped with a screening hedge not less than forty-two inches in height, within five feet of the property line, except for necessary drives and walkways, and except for the construction of one single-family dwelling and accessory buildings per lot. (1996, ord 96-160, sec 2; ratified April 6, 1999; am 2005, ord 05-155, sec 12.) Section 25-5-118. Other regulations. (a) Plan approval shall be required for all new structures and additions to existing structures in the CG district, except for construction of one single-family dwelling and any accessory buildings per lot. (b) Exceptions to the regulations for the CG district regarding heights, building site areas, building site average widths and yards, may be approved by the commission within a planned unit development. (1996, ord 96-160, sec 2; ratified April 6, 1999; am 2005, ord 05-155, sec 13; am 2015, ord 15-33, sec 4.) Division 12. CV,Village Commercial Districts. Section 25-5-120. Purpose and applicability. The CV (village commercial) district provides for a broad range or variety of commercial and light industrial uses that are necessary to serve the population in rural areas where the supplementary support of the general business uses and activities of a central commercial district is not readily available. (1996, ord 96-160, sec 2; ratified April 6, 1999.) 25-107 y :a Jelena Clay (Consultant for Ted Tran) 373 Kipuni Street, Hilo Hawaii, 96720 7 808-960-8848 r= -; Ted Tran (owner) 777 Lahou Street, Hilo, Hawaii 96720 October 21, 2019 Planning Department `-11 COUNTY OF HAWAII 101 Pauahi Street, Hilo, Hawaii 96720 Subject: Rezoning Application—Ted Tran, Tran-Tonnu Family Revocable Trust Waiakea House Lots, 2nd Series —TMK (3) 2-2-021-008 Transmitted Herewithin for your review and processing is a rezoning application for a 20,812 square foot parcel. The subject parcel is located on the west end of Lanihuli street. If approved the applicant intends to construct a single story, approximately 9,360 square foot building for its own use. The transmittal includes the a) original and twenty (20) sets of the application form, departmental questionnaire, and environmental report, which includes the location and proposed site plans b) processing fee of$500 c) a list of surrounding property owners within (300) feet of subject parcel; d) real property tax clearance form e) metes and bounds description. The required notices to the surrounding property owners informing them of this application will be mailed within ten (10) days of official receipt of this application. We trust that everything is in order for your acceptance and timely processing of this application. If not or if there are any questions please feel free to contact me. Sincerely, Jelena Clay for Ted Tran Family Trust Planning Dept. Exhibit HARRY KIM QF+r�` DEANNA S.SAKO MAYOR o°`.�•'�' •'• ��'• FINANCE DIRECTOR fl*: .--1:r„ /`=• STEVEN A.HUNT -r!'!' : :: DEPUTY DIRECTOR COUNTY OF HAWAII Department of Finance - Real Property Tax Aupuni Center, 101 Pauahi Street,Suite 4 I Hilo Hawaii 96720-4224 I Fax(808)961-4224 Appraisers(808)961-8354 I Clerical(808)961-8201 I Collections(808)961-8282 West Hawai'i Civic Center 174-5044 Ane Keohokalole Hwy I Bldg D 2nd Floor I Kailua Kona,Hawaii 96740 Fax(808)327-3538 I Appraisers(808)323-4881 I Clerical(808)323-4880 REAL PROPERTY TAX CLEARANCE Date: Monday, November 04, 2019 TMK: (3)2-2-021-008-0000 Tran-Tonnu Family Tr This is to certify that the real property taxes due to the County of Hawai'i on the parcel listed above have been paid for the tax year up to and including December 31, 2019. The County's real property taxes are levied on July 1st each year. The taxes become a lien on the property assessed as of the levy date. This clearance was requested on behalf of Tran-Tonnu Family Tr and is issued for this parcel only. by afjt_ 7,___, t4 R L PROPE Y TAX DIVISION Pu lani Crawford Paid up to and including December 31 , 2019. TAX CLEARANCE FOR PLANNING DEPARTMENT REV(2/2018) Hawai'i County is an Equal Opportunity Provider and Employer TB325HIHAW APPLICATION FOR COUNTY REZONING (RS-10 TO CG-20) APPLICANT. TED TRAN TRAN-TONNU FAMILY TRUST WAIAKEA HOUSE LOTS, 2ND SERIES HILO, HAWAII TMK: (3) 2-2-021-008 CHANGE OF ZONE APPLICATION COUNTY OF HAWAII PLANNING DEPARTMENT (Type or legibly print the requested information) `- APPLICANT: DZ/ AI/m - /UGi -FAvvt 7-7't .S'r . Ti APPLICANT'S SIGNATURE: �� DATE k �C'1~__ 7 L-/1-*o(A ST1 ADDRESS: u.) --, Oft I-,~ qc7247 l LIST APPLICANT'S INTEREST IF NOT OWNER: 041/146X( LIST PRINCIPAL(S)INCLUDING NAMES OF MAIN OFFICERS: mew PHONE:(Bus.) 0°13' 9 D — 331 (o (Res.) (Fax) LANDOWNER(S): 'fl 77-4-N -lh/vAr& it j4 1G y 772-a S r LANDOWNER SIGNATURE(S): DATE: (May be by letter) LANDOWNER(S)ADDRESS: —7 LA- u S T , \.Lo REQUEST: S r 0 TO G G - ZD (Existing zoning) (Proposed Zoning) TAX MAP KEY: ( 3) 2 - 2- -b 1 —oo STREET ADDRESS OF PROPERTY: 7 S L-/\t ir( T ` i-h (67 70 SIZE OF PROPERTY OR AFFECTED AREA(S)TO BE REZONED: 2--C)) e 3 F- AGENT: �� '� CLf CD Af5 7— ADDRESS: RADDRESS: 73 i<t e ti PV"i 3 r- b-)t--0 %La-1 2-o TELEPHONE:(Bus.)000-57{"0-?i3 q 8(Res.) (Fax) Please indicate to whom original correspondence and copies should be sent. ORIGINAL: � GINAL: -b T4(\1 COPIES:. 6 W-1\1 `� r r ATTAC HM ENT Com m erclal,RM ,R esott& Industral PLANNING DEPARTMENT COUNTY OFHAW AII APPLEATDN FOR CHANGE OF ZONE 1. if your request.is approved,do you intend to subdivide the subtcthnd in acco dance with the approved change of zone? r10 Ifyes,phase answerthe restofquestbn Iand then to question 3. a. H ow m any aces ofthe requested area do you intend to subdivide? 11A b. Into whatbtsizes? YL ot c . if your requestin approved,appy xin ately how bng aflrthe date ofappiovaldo you expectto subm it yoursubdivision plans to the P Tann g D epartn ent forprelin hart'approval? Ifyou intend to subdivide,please subm to prelin.nary schem aft subdi tion plan tngetherw ith your change of zone application Ibim. 2. Ifyclu nave no rn phns Qfsubcla�g tpe all?) do you intend.tri:� a. Seltorhase the hnd to som eone who has nu n plans? n O b. Sellorhase the hnd to som eone who has tentage plans? no c . S eJZor Kase the hnd to som eone who has no plans? 1I 0 a_ Keep it? -es e. other obase state) lfyou Mend to do eithera,b,orc,phase elaborate on the kind ofphns the otherpa4y has.P base,also, izchide is youransw erappmxin ately how soon alter 4PPIP17.4.1QgYQu r zQniig da Y.Q11q p?ctrtP t .n.Lf rthe subtcthnd to anot ierparty. 3., U►i ?aat:speg?Fr7 bu4lizg Rens do gait haverthe subetnd? )nc]ude ±1 your answ erthe blow big:type ofbuitlizg am ent,}QYe,.a1,1n,de.At et , ;fnanc � aanQemQ tin etabb brconstnictbn;and any otheriabim atbn whbh you fen4ht.he Vis, evaiiati�g yotrrecaeat byishrti(k Ol ntn,v vticuyt,1t.ly U. t Gln (3 ci.k.snxcvtel „ft.0 \--6A s 4. H ave you perbnn ed any study w hbh w ouid dem onstrate a need for yourproposed buffing andiordevebpm end r0 ifso,pJease elaborate on yourfridbgs in the space provided bebw -2- 5. H ave you perform ed any study which discusses the env nonm entalin pacts yourrequestwould nave on the sunnundilg area and/orthe County? XPi S Ifso,phase elaborate on yourfmdhgs i1 the space pmvrled bebw Luc 1 1 act() r1 art l rel)0( • v� 6. Are there any bullizgs on the subctarea? nO Ifso, whatknd? W hatdo you intend to do with those buIliags ifyour requestis approved? `'. Is the subtcthnd cunnntly being used brany agrbuul malactiv.Ly? .0 if so,phase hstthe kinds ofproducts grown on and how m any square feetoracres ofhhd perpoduct2 -3- 8. To yourknowbdge,has there been any fbodiag and/or drainage pmbbm on the sub ctarea? O Thso,phase descrbe the pmb.bm 9 D o you think thatthe mads hadiag in the sub ctarea needs in pmvem ent� Y1 Ifso,whatkiad? Is the road adequate forte proposed trate volun e orbad? 10. W hatsortofgovemm entalassistance andkrin provem ents do you feelwilbe needed in the sub ctarea when developed? yes NQ a. S choo]s b. R oads c. Sewer d. D ravage e. P oline P mtect bn �( f� Fire P mtectnn X g. Reg at bnalFaci]iis �C► h.._ R ecreafibna.1FQ:ils X i Other -4- n e Forthose checked 'yes,"phase ehborate w hattype orkiads of n�pmvem ents and/orass.istance are needed. 11.H ave you perbnn ed any historb sus study and/or survey ofthe sub cta iaa? If so.,w hates ere the zeauk? .a:se,also.., subm eta copy ofthe study logetherw ith this change ofzone suppm ent. rio (As.e2 rze, (dLeivo-i-caiti 1-1Dr ° vex L/ e4rc uhh dfAAA.o Z4-i ri 2-o i 4 S ignature: ,` Adtkid-'AIL" Address: 777 (470 Lt 6-Mar t1/4/0 Tebphone: koy - i/o - C Date: -5- 6338A/5'0A P.D.5/$4 COUNTY ENVIRONMENTAL REPORT COUNTY ZONING REQUEST- RS 10 TOP CG-20 TED TRAN/ TRAN-TONNU FAMILY TRUST WAIAKEA HOUSE LOTS, 2ND SERIES TAX MAP KEY (3) 2-2-021-008 1. INTRODUCTION The Tran Family Trust is requesting the rezoning of a parcel of land consisting of 20,812 square feet from Single- Family Residential (RS-10) to General Commercial (CG-20) in the City of Hilo, Hawaii. The subject site is situated on the North-West end of Lanikaula Street at Waikea House Lots, 2°d Series. TMK (3) 2-2- 021-008. If successful, the owner plans to build an approximately 9,300 square foot warehouse that shall include (3) food stalls. 2. PROJECT LOCATION As noted earlier, the subject site consists of 20,812 square feet and is identified by TMK (3) 2-2-021-008. The site is located on the North-West end of Lanihuli Street. (Figure 1 and Figure 2) In this are and within 500 feet of the subject site there is the Lanihuli Professional center (across and to the right) on the corner of Lanihuli and Kinoole , the Veterans Hall (directly next door to the left), Aloha Nui Medical office (across the street), Clinical Laboratories (across the street and to the left), and Kilauea Market at the corner of Lanihuli Street and Kilauea Avenue. Although primarily Commercial there are also scattered Single- Family residences along Lanihuli Street and Kinoole Street. There are no structures on the site. There was a Single-Family residence on the subject parcel erected prior to 1933. It was removed by permit in 2014. Parcel is currently vacant. See attached Property tax field notes. 'rm. - 15:4:1"; \ ''' ",....,.....,— , ,,,,,,,,,,3.- , ,,..\,..,,, , ,,, ---,- ---..,„,..._ 1.:,.., i_____,--- . i . _I, „ccie -c-i›4.. , N \ , ,, ,<*,,, ,,,,,,),,,.. .-,..: ,,,-,_A-,v,.-y. \ \\„,, ,',0.,,,,N,,, iloP ,,,.., :. ___;) . I h r-------, ---. \ - ,,,e/V.\ I. ' s. r,. .,.r1."Ir*`-• . ‘,..N.. , •. t • \J i '...,:;(2)..,-- yt, ‘1111110 ;i . •1 y C. f,)a I,• l i; f Viltor ' ), 111111 A' ' *Alb, • L •# �I► -7 it '� �pt- #� 1 i + j ' om r. ...It { II, > .I • • 4110. 1110iv l'. -. 5..,4 •. 4,0:' ,...., ''A 4 , a ..,.fe""74'4 A sf:7 \1, „v.`, •••&01•‘' , ' MIME ,./' 1kl /et t, # t>1 tit ; �+ 4 . a , 1 Min • � \ � _ Y,�,.,` ,,,:).-:71 : -iii EGS MINK,�+ i 1 9 -fir ', t i< ._T. "ci I i 1• If:, ,`' 'r"'`� \\,,\\":‘," '\,. � '',� '1 -lire— '�► 10# • i. , " 'as t. s# ' VI NE v.4, \ 111‘1,1, t, . oleo.'• 0,1 - ihoi 01 ' MEM 4 1.,,I, 1 i,' ' 4t1,‘4, Ify* of * — w '+' �, } .�'4�,, - Lj '4' 4'. '' _ "'•"" N anus a 4% ," , ► V \ f ' , it's min 1* 111 1 • X '` VP ,, t�' � °` i '' ill- >s I ■ n<'_` I IN I:1 OOil t" \\ 1C . E LAN*KAU.�..A ST All . ,Vw>w-.& ‘404%,, ;,�► " , ' VIII MI i ' Bina I f , Or, 4,, \ ,,, ,0, 'r� \ — .1t= li,A,' V' Iv ao,\ i• 40-4:°41= it Vilit0,0- , ,0040#40\ Nt, . 1 -o. ito-ilp.._ fici #10.fl alliw _A k 4 1,,, ....n., ,i - Hi illi,.. ''' le Alr# dik, Isx n -4 i 1 Alk, ... I „....4 ,mo i• A ell S'i 1 i \ • #44i,...A, 4'4 0.4$0 0 itk mil., \i ,, ubject Site \ 10# ,,,, al .,. A• ,.41;#• ' it „,;., , 7 .,,,,, ,... is.,.. 00 =NV 'fes' ,r' �, •4,001 1.#. 0. \II 4V #, N. #10410 iiiirip • .itot 44.. N, • ( #41.# #*ti. * ---12 101), 4040. 00 '.- \) illi ' 11111"111 )4) 0 WO 00 ilk, I 4,—..— c Sir 1. . • t 11, __ __----- ---,lg....4 mow a i' am.— n... ______ ----_-- 1 -., a, ''"4 ����� ������ �Its �t Pf�.-)� Itti ' �� / , �'�'� 1 , ► a<asr, lat • ate . ; ,1111111 1 MM. 'Hawaii County makes every effort to produce the most accurate information possible.No warranties,expressed or implied,are provided for the data herein,its use or interpretation.The assessment information is from the last certified taxroll.All data is subject to change before the next certified taxroll.The'parcels'layer is intended to be used for visual purposes only and should not be used for boundary interpretations or other spatial analysis beyond the limitations of the data. The'parcels'data layer does not contain metes and bounds described accuracy therefore,please use caution when .'-.. • . - •- -. -•- •• • - •. . .•- - .• 1 ♦ • 1 - . - - imagery data will not overlay exactly. i, I Date panted: 09/05/18:18:16:15 • Figure 1 . 1 • • • • k . b • 1 • oANUE4! Of oA47Cit L0 t) / • Sh:7.1 A K.Al.Pa/es J/r-In \ ;/. F PLAT zO • ..i",....•••• ,110AI0VL / Sr. • ,aas ie s �s•u 're. Ausw,B . ©® ;{-ir N .Yi ® "9, �r "3 ��I .0.'�/.1,,1 , H.f6 ty,of sl i..ee IO•• �� h,,,,2::',1,, :Ahs • Anify ia3.s� .eovy/.er AI•TrEalsa.t+ ' +� �e h �4 mists M as-7,0 /AR. T+E•%a7'a• = saw r ,t scod Assoc.11,Nov/;SOW, Inc.. . ¢ q ' eye.. 00564a Y G R. 882/ a ®to Q I ao,.sa�,c 'e °- k I 9 /E.5E01 23 �,f t 1 .tee ee GA'• . 9555 w ' ,��pp ,-.)c,,'w/Oj G.C' 9//D o 4. .7o+estbs e� * , /taA..;Nomads 4. O t� ,Are" :VI® +• Z ",.. 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I1" <3, 0 e4gerf,C p y �C �_L $544 t le -iii ' In IY.(►y D G/G. O J,r/ • �A`►I,Ma�a/j.-.n/E T •„ ,II N T.im. t = /sake/.s.Mssnda� �)4 R Qn�i. inax� Po.GA-89/8 i a ,..4,. w� Go44 3 AArx/ia H-r/E iW f•AGc ,¢ y�• .1%,%.; 8 2e,8►t{, is 67 b....i ..,,,,,4,„ ,.aio 4 I % �i A.0 00 i Ii.e 2. 30.00 i h •, I uses I. I6.o 40 is•. — uasr 38 9 =co.,o ha.c: ,o t.s o L A All 1/UL / .S 77 • ...-4,-...,• 1 (...-_,, PLAT e • ''' 1 54,6seA- ePtize,o, .• .. .. • .p: 4/.4k34 H51-7:5, 8a,-SER/ES. •4 l.:'.4 Afc 3. PROJECT DESCRIPTION A. Project Concept and Components The applicant wishes to develop a warehouse and (3) food stalls street side that would serve the community and University. The visibility and accessibility of this area make this site attractive for food sales for both the local community and College students. The other commercial activity in the area will also make it a convenient location. If the request is approved, the applicant would construct a single-story warehouse, consisting of approximately 9,500 square feet including (3) food stalls street side. The height of the structure is not expected to exceed forty-five (45) feet, the maximum allowable by the zoning code. (Figure 3) As proposed, there would be (17) parking stalls, including (1) handicap and (1) 10'x40' loading zone, provided on-site for a total of(17) public stalls. The zoning requirement is (1) stall per 300 sf retail. The proposed retail space is 2,160 s.f for a total of 7.2 stalls required per code. The zoning requirement is (1) stall per 1000 s.f warehouse space. The proposed warehouse space is 7,200 si for a total of 7.2 stalls required per code. The total required stalls for the proposed plan is 14.4 per zoning code. The proposed plan includes (17) stalls which is more than required by zoning code. (Figure 3) The zoning code requires a minimum setback of(20) feet from the front OR rear yard and none for the side yard except where it adjoins a residential zone, in which case a residential zone set back of(10) feet must be used. The adjoining property to the east of subject parcel is the Veterans Center, zoned at CG-20 with no set back and the adjoining parcel to the west of subject parcel is vacant with a zoning of RS-10, and the set backs are (10) feet. (figure 3) • RSio C 2-o .., .,,,,,.,:,,,-..,-,`..7. , fir, ;-1,< S4 t: ' ja viii u tif �w .� t 'V.,.-414, Ft ,airi Warehouse.. C '7I0 ,` I ckC ZSar.4-,,,,,,,,,:. ,, , - .1 A. =n C -Z Oc)..) 0 t � L . - --� 0 ...................... AR-W T P ��� 1 4,� TSS Li) �- .. , ��-rb •6 Fo.a ve ding F ri ,''z • . . stall. . . .,:•• ...„,„,,,,,,..,„ eftlift h R ll W. M /yCP.t, f'.193,�ih J y- Yf"ct ,,,,,,,J: IFl� 0 s+ 4•fiF 5'!b'PAF '.kfS. I f k nr �'� vet /(1 p ��G c +y��aj}!?7�]1�{� j.ass' `4. KS L n`,,4��`'_('i.1j �`,'1* �"``.'�4 F+` Y Y 3, Ji Tiy g d W.r*i,"4pty�yyY4e"'�,i��. ' 3.t 3 V',ti'xati..'. Igtp;,';'..-',.,,,tti• Uef +x' a tf"" � " yr rte` ^ w`y ,Atoi , .. +''`��� g:',. Lan/hull S t 0 50 100 ii,,,,I . -. - Feet As proposed, the building would be set back no less than twenty (20) feet from the rear and (20) feet from Lanihuli street. Along the sides the setback would be 5 feet or less on the east boundary shared with the Veterans Center (CG-20 zone). The set back on the west side boundary would be approximately (25) feet, consistent with the code. (Figure 3) There would be one full-movement access from Lanihuli Street. Landscaping will be consistent with Planning Department Rule 17. It should be emphasized that the proposed structure and parking location are preliminary and may be adjusted to accommodate the spatial requirements of the potential building and County's design review and related construction requirements. B. Project timetable and cost Should the request be approved, the Applicant intends to finalize the plans and begin construction within the next year. The anticipated opening would be late 2020. The estimated cost of the project is $600,000. 4. INSTITUTIONAL CONSIDERATIONS A. State Land Use The subject property is designated Urban. As such, no State Land Use Commission action is required. The county of Hawaii can process the rezoning request. B. County General Plan The most recent revisions to the General Plan Land Use Pattern Allocation Guide ("LUPAG") map (February 2005) amended the Medium Density Urban designation to High density Urban. Relative to this designation, the General Plan allows consideration for "General commercial, multiple family residential and related services (residential— up to 87 units per acre" The requested County zoning and planned uses would be consistent with the uses envisioned within the High Density designation. As such, no General Plan amendment would be required to effectuate this project. C. Hilo Community Development Plan The Community Development Plan ("CDP") attempts to further define the General Plan and serves as a guide for decision makers. It was adopted by the Planning Commission in 1975, over 25 years ago. Although reviewed by the county council, the CDP was never adopted. The CDP"s Land Use Concept map identifies a RS-10 designation for this area. The designation suggests residential uses at an average of nearly 4 units per acre. Not withstanding this inconsistency, however, it is acknowledged that the growth of Hilo, including the expansion of the University of Hawai'i at Hilo, and its outlying areas like Puna, have made most of the planning assumptions of the CDP obsolete. An updated CDP would be timely. Absent the availability of a revelent intermediary planning document, one must rely only on the General Plan LUPAG map and policies. In the end, the General Plan is more critical, as the County Charter requires all zone changes to be consistent with it. D. County Zoning The county zoning of the subject site is Single Family-Residential (RS- 10). If the General-Commercial (CG-20) request were approved, the site would be converted into a warehouse location with (3) food stalls street front. Should that occur, all land use and development codes such as parking, landscaping, fire, ADA, and the like would be complied with. It should be noted that(3) of the (5) immediate surrounding properties are zoned (CG-20). E. Other Permitting Considerations The site is not located within the County Special Management Area (SMA). As such, no SMA Use Permit would be required. However, other construction-related permits would still be required. These would be of the "ministerial" variety, such as Plan Approval, Building permit, and health clearances. 5. ENVIRONMENTAL CONSIDERATRIONS A. General Description The 20,812 s.f. site is generally rectangular in shape. It has a width of 86 +/- feet and a depth of 242 +/- feet. There are no structures on the property. The Single-Family home that occupied the site for over 70 years was legally demolished by permit in 2014. B. Climate, Soil, Topography According to the State Commission on Water Resources Management, the nearest rain gauge in the area is the Hilo Airport. The rainfall data of this gauge notes that over the past 37 years, the annual median rainfall for this area was 129.19. The wetter months tend to be November/December and March/April. The average daily temperature ranges from a minimum of 61 degrees to a maximum of 85 degrees Fahrenheit. Wind patterns are generally Tradewinds (easterly) during the day and westerly or Mountain winds during the evenings. The site is fairly level. There are no perceptible topographic or geologic constraints. It sits approximately the 75-foot elevation level. Being within a heavily Urbanized area, the Land Study Bureau Overall Master Productivity Rating does not have any classification for this site. Likewise, the site is not classified under the Agriculture Lands of Importance to the State of Hawai'i (ALISH) classification system. Thus, the State's classification system does not recognize this site as being agriculturally important. The U.S. Department of Agriculture Soil Conservation Service, however, has designated the soil type in this area to be of the Keaukaha extremely rocky muck (rKFD) series, 6 to 20 percent slopes. This soil type consists of well drained, think (less than 1 foot) organic soils overlying pahoehoe lava bedrock. Runoff is medium, erosion hazard slight, and shrink-swell potential high. These soils are usually moist, but when dried, they have a high shrinkage but low swelling potential. This soil type is widespread throughout downtown Hilo. C. Natural Hazards 1. Drainage The US Corps of Engineers' Flood Insurance Rate Map (FIRM) designates the area of the proposed development to be in zone X (areas outside of 500-year flood). There are no drainage ways through the site. Accordingly, the site has not and should not be subject to flooding. As there will be an added level of imperious surface resulting from the proposed parking area, there may be an issue relating to potential increased run-off. In that event, drywells, permanent BMPs or similar type of accommodations will be implemented, subject to the review and approval of the Department of the Public Works. The depth of these drywells- if needed- will be sufficient to avoid potentially high groundwater table. 2. Tsunami Hazard The site is situated over a mile from the ocean and outside the Tsunami evacuation zone. 3. Volcanic and Earthquake Hazards The United States Geological Survey (USGS) classifies the entire city of Hilo as being within Lava Flow Hazard Zone 3, on a scale of ascending risk, 9 to 1. There is very little that can be done to mitigate this situation and reflects an ongoing threat to all residents and businesses. The entire island of Hawai'i falls within Earthquake Zone 4, according to the County Building Code. As such, the Applicant understands and accepts that there will be added structural requirements to address this seismic hazard during the building permit and construction processes. D. Fauna Resources Although there was no professional survey conducted of the faunal resources of the site, the applicant does not believe that rare or endangered faunal resources are likely to be found within or proximate to the subject site. The site is not only within an urban environment but has been fully developed with a Single-Family residence and used residentially for well over seventy (70) years. As such, introduced bird species (such as dove, Japanese white-eye, house finch, myna) are common in this area. Domestic animals such as cats and dogs, and other animals like rats and mongoose are also common. These are all common and not endangered. As such, it is unlikely that the development of the subject property would cause any adverse faunal impacts. E. Flora Resources No commissioned flora survey was conducted of the site due in large measure to its past and current residential use. The parcel consists of overgrown lawn/weeds and other non-native weed plants on the site. F. Historical/Cultural/Archaeological Resources For the same reason noted above, no commissioned archaeological inventory survey and cultural assessment study were conducted of the subject site. The historical residential use of the site reduces the prospect of finding any archaeological remains. Nonetheless, during the course of developing this project, should any anticipated archaeological features or sites be uncovered, work in the affected area will immediately cease and the applicant will notify the Planning Department. G. Valued Cultural Resources In view of the recent Hawai'i State supreme Court's "PASH" and"Ka Pa'akai 0 Ka'Aina" decisions, the issue relative to native Hawaiian gathering and fishing rights must be addressed. Specifically, there must be a discussion of the cultural, historical, and natural resources and associated traditional and customary practices of this site. In this situation, the subject site is not adjacent and/or proximate to the shoreline. As such, fishing and/or coastal access is not an issue. It is not known whether the subject or immediate surrounding area was ever used for the gathering of plants by native Hawaiians. However, as the site has been used residentially for over (70) years and landscaped with a lawn and other introduced species, it would appear very unlikely that the site would serve such purpose today and/or in the recent past. There are also no known archaeological features on the subject property. Based on the above, it does not appear that the project would have any potential adverse impact relating to the cultural and historical resources of this area. H. Water and Coastal Resources The subject site is located over a mile from the coastline. As such, coastal impacts resulting from discharge of drainage systems from the site should not be significant. Being a non-coastal property, no coastal access will be affected. The proposed development is expected to connect to an existing 8-inch sewer line along Lanihuli Street. There is an existing sewer lateral at the center of the subject parcel, roadside. As such, the method of wastewater disposal should further reduce potential adverse groundwater or nearshore water impacts resulting from this project. Further as noted earlier, prior to the installation or use of any drywells on the site to address on-site drainage concerns, if applicable, the appropriate UIC permit form the State will be taken. At that time, impacts to water and coastal resources will be carefully examined. I. Noise, Air Quality, and Dust Impacts The existing background ambient noise level is associated with the wind, foliage, birds, and the like. This is relatively low, averaging less than 45 Ldn. Traffic along Kinoole and Lanihuli Street, however, heavily influence manmade noise levels in this area. Both of these streets are significant cross-town streets. Kinoole is a 2-lane road that runs in an east/west direction. As such, although this project will introduce additional vehicular traffic to this area, it is not anticipated to contribute significantly more to the long-term ambient noise level. Thus, any traffic increase should result in a noise increase of equal to or less that 55 Ldn, which is within acceptable levels within an urban environment. The short-term noise impacts will be associated with the construction of the project. These will be temporary. Further, all applicable State rules governing construction noise abatement will be observed. The applicant also intends to not allow noise-generating construction activity to occur on Sundays and early morning and late evening hours. The proposed development should not generate any direct air quality impacts. During the short-term, there may be some fugitive dust associated with the construction of the project. However, compliance with the State Department of Health's regulations governing dust control should help mitigate this potential impact. From a long-term perspective, the project itself is not expected to have uses that generate adverse air pollutants. The only discernible air quality impact would be associated with vehicular traffic to and from the site. While the added traffic will have an impact to the ambient air quality, the impact should not be significant. This is due in part to the higher EPA standards for automobile air emissions and the prevailing Tradewinds. All of the required parking area within the project site will be paved with an all-weather, dust free surface. Landscaping will also be required as part of the Plan Approval requirement. As such, with the exception of minimal construction dust in the beginning, long term dust generated by the project should be insignificant. J. Scenic and Visual Considerations In the Natural Beauty element of the General Plan, there are sites or areas listed as scenic resources. The subject site is not listed as a scenic site. However, Mauna Kea and Mauna Loa are listed as scenic resources. The proposed development would not have any visual impacts on either of those mountains. The location of the site is such that there will be no interruptions to these views. Further the structure will be within the 45- foot height limit allowed within the CG zone, which is ten (10) feet more than the allowable limit of thirty five (35) feet in the Single-Family Residential zone. Thus, there should not be significant visual impacts from any public area or street resulting from this project. 6. SOCIAL AND RELATED CONSIDERATIONS A. Surrounding Land Uses The land uses in the immediate area are a mixture of commercial and residential in nature. Within five hundred feet (500) of the subject site, in addition to some single-family residential uses, there is a Professional Center with offices, medical-related facilities, Medical offices, Dental offices, a Veterans Center and a Market at the corner of Kilauea Avenue and Lanihuli Street. As such, while the requested use would generally be consistent with the evolving commercial activities in this area, the proposed use could still generate some impact to residences. To mitigate these impacts, the design and construction factors such as the placement of the structure, parking areas, lighting, landscaping, and the like will be taken into account. B. Economic Impacts The requested zoning would have some measure of economic impact, as it would provide short-term employment opportunities for those in the construction and related industries. The warehouse and retail locations would provide at least (5) to (10) new jobs in the community. The subject property is located proximate to commercial areas, including Downtown Hilo, Hilo Shopping Center and the University. The proposed warehouse and retail food stalls will be in line with existing commercial activity and can provide more retail options for the surrounding community and University. A commercial rezoning would also increase the tax revenues to the County. However, there could be some real property tax consequences for the adjacent residential properties. As the assessed valuation of the subject property rises due to the higher commercial use, there could be some fallout to the few neighboring properties zoned residential. Nonetheless., homeowners intent on keeping their property for residential uses could avail themselves to some tax provision that "freezes" valuation of their property for a certain period of time. C. Agricultural Impacts The site is and has not been used for Agricultural activities. The site has not been sedfor commercial agricultural purposes for well over seventy (70) years. Further, the surrounding areas are also heavily urbanized. Even the State ALISH's mapping system does not classify this site. Accordingly, the potential commercial agricultural value of this site — aside from domestic purposes —is minute, if at all. 7. INFRASTRUCTURAL CONSIDERATIONS A. Road Accesses to the project would be from Lanihuli Street. This road serves as an east/west connection to both Kinoole Street and Kilauea Avenue. Lanihuli Street is essentially undivided with two (2) lanes road with narrow 2-3 foot shoulders. There are no curbs, gutters or sidewalk fronting the property. The surrounding commercially zoned properties on Lanihuli Street do have curbs, gutters and sidewalks. On street parking is available. The Applicant understands and accepts that a curb, gutter and sidewalk section fronting the property may have to be constructed as a condition of the zone change. The proposed warehouse and food stalls are anticipated "to generate approximately 32 entering and 15 exiting in the AM peak hour and 21 entering and 29 exiting in the PM peak hour." Hence, in accordance with the concurrency requirement, a Traffic Impact analysis Report (TIAR) was prepared by SSFM International, dated October 10, 2019, and found in its entirety in Exhibit B. The traffic report concludes that the traffic from the warehouse/restaurant space is not expected to be significant. The total peak hour trips are expected to be at or below 50 trips (in and out) during the highest peak hour. The driveway should be designed with appropriate horizontal and vertical alignments, and adequate drainage. A minimum 5' sidewalk should be included along the front of the property to encourage walking trips instead of vehicle trips. B. Water According to the Letter from Department of Water Supply dated 5/30/2019 (Exhibit A), there is an existing 6-inch water line fronting the subject parcel. C. Wastewater As noted earlier, the project will connect to an existing 8-inch County line fronting the property. The connection will be done in accordance with the requirements of the County Department of Environmental Management. D. Solid Waste Solid waste will be handled by commercial haulers who will dispose of the refuse at the county landfill in Hilo and eventually at Pu'uanahulu, North Kona. Typically, the waste generation of a project of this nature should be comparable to the waste of ten (10) to eleven (11) residences. Although the Applicant does not believe one is needed, if required, a Solid Waste Management Plan can be prepared to help address ways to accommodate and reduce the project's waste. E. Other Government Services As this area is already part of the City of Hilo urban area, it is already being serviced. No extension of government services would be required, and existing facilities should be sufficient to accommodate the limited demand expected form this project. At least three (3) County Fire Stations and Emergency Medical Services are located within a 5-minute response area. As this project is a commercial one, it should have little or no direct impacts to schools, parks, and other related facilities. Nonetheless, there are parks and schools within a 2-mile radius of the subject property. F. Other Utilities All other utilities such as telephone and electrical services are available to the site. 8. IMPACT SIGNIFICANCE ANALYSIS A. Relationship Between Local Short-Term Uses of Environment and Maintenance and Enhancement of Long-Term Productivity The short term use of the site would continue to be vacant land residential. However, given the area of transition and significant traffic along Kinoole and Kilauea Avenues, residential use may eventually not be that desirable. Further, this project should not result in any significantly adverse short or long-term impacts that cannot be properly mitigated. There will be direct and indirect economic benefits -- albeit small- resulting from the construction and implementation of this project. B. Irreversible and irretrievable Commitment of Resources The subject site is already disturbed. As such, the commitment of natural or other resources (such as archaeological) would not appear to be an issue. The likelihood of finding archaeological features on site is remote, due to the past development of the site. Further, any unanticipated fmds will be properly mitigated upon consultation with appropriate government agencies. C. Mitigative Measures The Applicant intends to provide any required off and on-site infrastructure in conjunction with the development of this project. These may include drainage, wastewater, and water improvements. The Applicant will provide the driveway access from Lanihuli Street and, if required, construct a curb, gutter and sidewalk fronting the site. Likewise, the Applicant, if required, is prepared to make on-site drainage improvements to accommodate the planned parking area as well as the necessary wastewater system. All of these will be done in conjunction with the permitting and permit implementation phases of the project. Although the potential for unearthing archaeological features on the site is remote, if any inadvertent discoveries are made during any phase of the project, the Planning Department will be notified. Work will resume only upon receipt of proper clearances from said agency. The landscaping would be consistent with the planning Department's landscaping rules. D. Alternatives to the Proposed Project 1. No project Under the status quo alternative, the site would continue to be used for residential housing. Under this scenario, the site would not be fully utilized in a manner consistent with the General Plan High Density designation and for a use that services the community, especially the University community. 2. Development Based on Existing RS-10 Zoning Under this alternative, the land could be subdivided into two (2) lots with a total density of two (2) homes on the site. However, the site's proximity to commercial uses and the heavily traveled Kinoole Street would eventually make it less desirable for the more intensive residential uses. 3. Alternative Residential Densities The site could be developed into a higher residential density, such as a multiple-family residential project. However, as noted above, having residential uses adjacent to major streets, particularly from a noise and dust perspective, may not be a desirable use. 4. Evaluation of Alternatives Leaving the property in its current state would not maximize the use of the land in accordance with the General Plan. There would also be diminished tax revenues and fewer services to the public. While alternative residential densities are possible, the proximity of commercial uses and major roadways would probably not make such a project feasible. At the same time, the projects impact to the areas social and physical infrastructure would not appear to be pronounced. Further, additional mitigative measures such as lighting, and so forth will be taken to address any possible impact associated with the proposed use. In that regard, the project would be consistent with the land use objectives sought to be accomplished by the County General Plan LUPAG map. In view of the aforementioned, it would appear that none of the alternatives would be more prudent and beneficial than the requested CG-20 zoning alternative. 9. REGULATORY ANALYSIS A. General Plan LUPAG Map The General Plan provides for the long-range comprehensive development of the island of Hawaii. It provides direction for balanced growth in the County. The LUPAG map designates the die High Density Urban, a designation that allows the requested CG-20 zoning. Accordingly, this request would not be inconsistent with the LUPAG map. General Plan Policies The requested zoning would be consistent with the goals, policies, and standards of the Economic and Land Use Elements of the General Plan. Specifically, the more pertinent ones follow; 1. Economic Element Goals • Provide residents with opportunities to improve their quality of life. • Economic development and improvement shall be in balance with the physical and social environments of the Island of Hawaii. • The County of Hawaii shall strive for diversity and stability in its economic system. • The County shall provide an economic environment which allows new, expanded, or improved economic opportunities that are compatible with the County's natural and social environment. Policies • The County shall provide an economic environment which allows new, expanded, or improved economic opportunities that are compatible with the County's natural and social environment. • The County shall strive for diversification of its economy by strengthening existing industries and attracting new endeavors. • The County shall encourage the development of a visitor industry which is consistent with the social, physical, and economic goals of the residents of the County. Discussion The request would provide opportunity for dining options in an area (such as the University) that is underserved. Relatedly, all required infrastructure is there or, if not and/or needed, will be provided by the Applicant without taxing governments servicing ability. 2. Land Use Element (Commercial) Goals • Provide for Commercial developments that maximize convenience to its users. • Provide Commercial developments that complement the overall pattern of transportation and land usage within the island's regions, communities, and neighborhoods. Polices • Commercial facilities shall be developed in areas adequately served by necessary services, such as water, utilities, sewers, and transportation systems. Should such services not be available, the development of more intensive uses should be in concert with a localized program of public and private capital improvements to meet the expected increased needs. • Distribution of commercial areas shall be such as to best meet the demands of neighborhood, community and regional needs. • The development of commercial facilities should be designed to fit into the locale with minimum intrusion while providing the desired services. Appropriate infrastructure and design controls shall be incorporated into the review of such developments.\ Standards • Commercial developments shall be located in areas adequately served by transportation, utilities and amenities. Commercial developments shall provide for adequate internal circulation amongst commercial facilities in the area. • Off-street parking and loading facilities shall be provided. • Commercial development shall maintain or improve the quality of the present environment through the consideration of visual, access, landscaping, and other design elements in their development. • Preferences shall be given to commercial lands with a reasonably level topography. Discussion As the City of Hilo and its surrounding area continue to grow, there will be a need for more retail restaurant options that provide convenience for its users. In this case, there are a number of businesses in this area plus the University that would greatly benefit by having the retail dining options at this location. Further, from a visual and infrastructure perspective, the proposed project would not overwhelm the surrounding area. The subject site also fulfills other policies and standards articulated in the General Plan. The site is already serviced by adequate infrastructure, and where there are not, will be extended and/or provided by the Applicant. The County water line is already available to the subject site. Police, and fire protective services are available within a 5-minute response time. As such, this project should not require additional public services to be provided. The site does not have any on-site development constraints. The land is relatively level and designated "X" on the FIRM map. Further, because restaurant use in not noxious, potential pollution concerns would be minimal if at all. Being used residentially for a number of years, the prospect of the site serving as a habitat for rare or endangered plants or animal life appear remote. There is also little evidence that the site would have any archaeological feature. Because of the type of(Retail restaurant) and off-site road improvements, the request would be generally compatible with the growing mix of commercial uses in this area and could mitigate potential impact to the few nearby residences. Finally, the standards for a restaurant/warehouse building will be fulfilled. These include the land size, setbacks, uses, parking, etc. B. Hilo Community Development Plan As noted earlier, the Hilo CDP was adopted in 1975 by the Planning Commission to serve as a guide to the General Plan. Although the site is designated RS-10, many changes have occurred over the past 25 years, making many of the planning assumptions obsolete. C. Zoning If the request is approved, all of the requirements relative to height, setback, landscaping, parking, and the like would be complied with. No variances from the code are anticipated. FINAL Kilauea Market Tax Map Key 3-2-2-21-8 Traffic Assessment Hilo, Island of Hawaii October 10, 2019 Prepared for Kilauea Market Prepared by '11m International Kilauea Market Traffic Assessment For 78 Lanihuli Street, Hilo Project Background Kilauea Market owns a parcel of land at 78 Lanihuli Street in Hilo, Hawaii. They are planning to build a warehouse and three small food vending stalls on the property(TM K: 3-2-2-21-8).The lot is 20,812 square feet in size. See Figure 1 for Project Location.The project will include the construction of a new entrance onto Lanihuli Street.The warehouse is planned to be approximately 7,200 sf in size and there are three food vending stalls planned, each 18'x40',for a total of 2,160 sf of food vending space. 14 parking stalls are planned. The food vending expected hours of operation are 8 am to 9 pm every day,with the exception of holidays. It is categorized as fast food with a few tables for dining in.The warehouse hours are expected to be 8 am to 5 pm.The warehouse is a stand-alone business not associated with Kilauea Market and is categorized as a restaurant supply warehouse. 1iPage Kilauea Market Traffic Assessment For 78 Lanihuli Street, Hilo ` �� 7Hama�a Wailoa River . . _Hwy -_=_= State Park D tnf = __ r _mea - _aily,_ ,: __ f •/ + o Iron Hit ,, 1r. ----N4ea u� L— Works / '',;'/----N Park -----7-----,---------'' - --__ j aha\ ^� ,j �` --=---_ `� /' � \ 1` o a 1. / ./ \ \ l' ' i M '�, -�\ / c'1> Center ku 7,'h • }j < ,% P�f > .Hawaii • 9 1NaiioaRiver �w } / < .` ,' 'x ca `, State Park ~ ./` \ p` \,. ,, County - ,,;. , ;, / /\• • \ 4: ,� Building• r j \\J 1 District 1 i. ?. / ' Court / , �r ' _ ---- ,/".`"J.2\ -w J/ i ` -.-•._,.,,,. — '-- - : tt,,,,,-,-,..,,,.,,,,,,,14,10,-isr,,,,,,,- \ ` ,/ { \ ✓.._ �.-t,r ' :„ �:', pv ',r k nt,.,;y^�t�r-' ,yN ,#, •r t, _ -. >/.'-. , - \,vow- - - '-'� , 3y� x, ''�' { .!N"rte+,,ren. t ,. F j �,r �, a ;. .s �z.,s,,i„�#w„tS .rY`x�i,y�„5+.� �tH >i< `•. ._.. r. `,%,,�.f'nom' _--- r '.g k '�` 8.a` // /_ Saint .ose ` , �'• 5 `Y�> "'" -� L,,p � / ; Elementary ;�:. i Chief Kapiolani }' L- Saint Joseph \• � Elementary School ` I \. j 7. , High School -- \ ou\�5 % \\-,,, t- -- \- 7,-, — ,---1 yi � \ 4�► } . N ,.> r • ff ; % ekuanaoaSt —I �'7 i _ \- ; ` rfoj ` ,aS' , { - \Loc do ata \ � e � v, _ - r �1* /l t •/` � / ✓J p f ' - _ 3 ny ',2X,'-',,,'>' _.< \ - _ - -- CJ -- - !!! ✓ 40� i to 1 r _ (Y r �r / nr,„ --/ '' ------I EastlanikaulaSt N Legend A Island of Hawaii — HDOT Traffic Count Stations Not to Scale Figure 1: Project Location Map 2IPage Kilauea Market Traffic Assessment For 78 Lanihuli Street, Hilo . '0. •c%*, � k't• ' 7,!;-.1,e01 w z 1- a e", S. .. - ——--�•---=-_._. �_, v „;, , { •tom t- - �f Thr x.. 7 -rL"<" F _ • 1. Y • 1 Y .. r ..w. "�`�' .. ..,,.dr:. ..v—S' +-�<.•.-"-- ..:�.a3,v-'-T-:+c .,� *tw.'...o,.......:'.'.....<....x.....-...o--...a.............:.,...^. Fu..,...wr.--i",..+........•..s....e.:w...'.J.uT Street view of proposed project location (September 2019) Site Description and Access The 0.78—acre residential parcel is bordered on its east side by a single family home and on its west side by residential and commercial properties accessed from Kinoole Street, and its north border backs up to Na Leo'o Hawaii, Inc. a television station accessed from Mohouli Street. The other parcels on Lanihuli Street are about half residential and half small commercial. The existing Kilauea Market is located one block to the east, at the corner of Lanihuli Street and Kilauea Avenue. Lanihuli Street forms the front boundary of the project site. It is a two-lane road with narrow 2-3 foot shoulders and a presumed (no signage) speed limit of 25 miles per hour. Sidewalk exists in most places along the south side of Lanihuli Street, but not along the north side of Lanihuli Street. The proposed site plan indicates the property driveway will be near the west side of the property frontage. The proposed site plan is shown in Figure 2. Wage Kilauea Market Traffic Assessment For 78 Lanihuli Street, Hilo '>•;a ��. ,ate r'.4 s��n�^3G���`` Sw a•i ir— 60' ( i is Warehouse 0f Oc :`18 18' 18' Fos•ve ding r.i. Stall I I %\,:, Parking f. ..,,,,,_,..._,,,,, LanihuliSt ..41 0 50 100 Feet Figure 2: Proposed Site Plan Existing Roads and Traffic The State of Hawai'i Department of Transportation has published data from several two-day machine counts on the streets surrounding the proposed site. 2-day tube count data was collected on Kinoole Street, Mohouli Street and Kilauea Avenue surrounding the site in February—May of 2016. Tables 1 through 4 summarize the daily totals and the peak hour counts. Table 1:Traffic Counts on Kinoole St(between Mohouli St& Lanihuli St) Total Northbound Southbound 24 hour Total Volume (April 14, 2016) 14,981 6,570 8,411 AM Peak Hour(7:00am -8:00am) 1,320 685 635 PM Peak Hour(3:00pm -4:00pm) 1,243 538 705 Source: State of Hawaii, Department of Transportation, Highways Division. Hawai'i DOT Traffic Station Maps 2016 4IPage Kilauea Market Traffic Assessment For 78 Lanihuli Street, Hilo Table 2:Traffic Counts on Mohouli St(between Lei St& Kinoole St) Total Eastbound Westbound 24 hour Total Volume (May 4, 2016) 11,420 6,533 4,877 AM Peak Hour (7:15am -8:15am) 857 511 346 PM Peak Hour(4:15pm - 5:15pm) 1,076 592 484 Source: State of Hawaii, Department of Transportation, Highways Division. Hawaii DOT Traffic Station Maps 2016 Table 3:Traffic Counts on Kilauea Ave (between Aupuni St& Maile St) Total Northbound Southbound 24 hour Total Volume (February 25, 2016) 21,984 12,443 9,541 AM Peak Hour(7:30am -8:30am) 1,684 997 687 PM Peak Hour(3:15pm—4:15pm) 1,627 933 694 Source: State of Hawaii, Department of Transportation, Highways Division. Hawaii DOT Traffic Station Maps 2016 Table 4:Traffic Counts on Kilauea Ave (between Kamana St& Kohola St) Total Northbound Southbound 24 hour Total Volume (April 15, 2016) 18,200 8,965 9,235 AM Peak Hour(7:15am -8:15am) 1,266 489 777 PM Peak Hour(4:00pm - 5:00pm) 1,519 814 705 Source: State of Hawaii, Department of Transportation, Highways Division. Hawaii DOT Traffic Station Maps 2016 The project site currently has a driveway access to Lanihuli Street at the east side of its frontage, opposite from where the proposed driveway is planned. Because the current property use is abandoned residential and it does not have regular traffic, existing traffic generated by the site is negligible. Wage Kilauea Market Traffic Assessment For 78 Lanihuli Street, Hilo Project Traffic The proposed project will include building a warehouse 60 ft by 120 ft (7,200 sf) and three restaurant stalls, each 18 ft wide by 40 ft long.The proposed hours of operation for the warehouse are 8 am to 5 pm and the restaurant hours are 8 am to 9 pm, except holidays. For daily,AM and PM peak hour trip generation rates,the analysis used ITE Trip Generation 10th Edition Land Use 150 (Warehousing). Estimates of traffic generated by the warehouse after completion are shown in Table 5. Table 5 -Site Traffic Estimates for 7,200 sf Warehouse Space • :..,.<,<v .; m .-��� ,_:. .,..i. .,:; .v'_"r.c"�v G -,.yx W,�,e�•sr _-,Aw `�. .t. [t pp _Y.-- - vi x - �'.y'• x+ `{'3 ��.� K t, 6 �....,, '. .F . � -.• +:+,.. .. _ t x.� tt. .,:;'.:t, .;,�i'� ..;. ..��f�`. �„ ..> �. x, 'r"�,,-;n: �+,to �.: �"Yv: .:* �>=.g, f..x �: �� }yam ,� `.'-. .,&bauri.' ,`' - z x�x,. ,. ; �` 4" ta' t _ fi ";'34: * '.�` • T=0.12(X)+25.321 AM Peak Hour 26 veh/hour(20 in/6 out) (77% in/23% out) T=0.12(X)+27.82 PM Peak Hour (27% in/73%out) 29 veh/hour(8 in/21 out) Table 6-Site Traffic Estimates for 2,160 sf Restaurant Space � _ AM Peak Hour 9.94 trips/1,000 sf 21 vehhour (55% in/45%out) / (12 in/9 out) 9.77 trips/1 000 sf PM Peak Hour (62% in/38% out) 21 veh/hour(13 in/8 out) Table 7:Total Traffic Estimates(Table 5+Table 6) -., ey T'i,kf, 3, -. .c^ >F.`• 'a c§G 'ie i..ts Le,.,fir' :a,•-k S `. - - TA- a+x�,�<fx r- z,�xep.� .x k3, r.�X^ . a'�h Y � - ate ".. AM Peak Hour 47 veh/hour(32 in/15 out) PM Peak Hour 50 veh/hour(21 in/29 out) During the highest hour of the day, vehicle trips average under 1 car per minute, counting entering and exiting traffic. Peak hour driveway volumes are much less than 100 vehicles per hour-suggested by the Institute of Transportation Engineers as a threshold for conducting an in-depth traffic study (from Transportation Impact Analyses for Site Development, 2005). Therefore,this abbreviated Traffic Assessment was completed. 1 Trip generation formulas and entering/exiting splits from ITE Trip Generation 10th Edition 2 High Turnover(Sit-Down) restaurant category 61 Page Kilauea Market Traffic Assessment For 78 Lanihuli Street, Hilo It is estimated that approximately one third (1/3) of the traffic to/from the site will come from and go to the intersection of Lanihuli Street and Kilauea Avenue, since it only allows right turn movements from Lanihuli Street onto Kilauea Avenue, and left turns into Lanihuli Street are prohibited. Breaking it down, that comes to approximately 10 vehicles leaving the site and turning right onto Kilauea Avenue in the highest (PM) peak hour, and about 7 vehicles would be turning right onto Lanihuli Street from southbound Kilauea Avenue during that 60 minute time period. For comparison, as seen in Table 4, approximately 1,519 vehicles are currently on Kilauea Avenue in the PM peak hour. There are two lanes in the southbound direction on Kilauea Avenue, so southbound vehicles can easily go around cars turning right on Lanihuli Street. .. i • k'' r! E AMG 4.4 _- _ tds _IL_�.r...�-.... � • View of Kilauea Avenue from Lanihuli Street(September 2019). Right in/Right out only. 7IPage Kilauea Market Traffic Assessment For 78 Lanihuli Street, Hilo Similarly, it is estimated that approximately two thirds (2/3) of the traffic to/from the site will come from and go to the intersection of Lanihuli Street and Kinoole Street.That comes to approximately 19 vehicles leaving the site and turning left or right onto Kinoole Street in the highest(PM) peak hour, and about 14 vehicles would be turning right or left into Lanihuli Street from Kinoole Street during that 60 minute time period. For comparison, as seen in Table 1, approximately 1,243 vehicles are currently on Kinoole Street in the PM peak hour. Kinoole Street has exclusive left turn lanes at its intersection with Lanihuli Street, so through vehicles can go around vehicles that are stopped or slowing to make a turn. The above numbers assume no trips will go to Lei Street(connecting to Mohouli Street), but realistically some drivers will use that route, making the above numbers conservative (high). i M:r Southbound exclusive left turn lane on Kinoole Street at Lanihuli Street(September 2019) 8 1 P e Kilauea Market Traffic Assessment For 78 Lanihuli Street, Hilo till i i. t-.....f" xiWiL..; ,.4"1 44', iir iie, . .'':.4 4611.1". , , , ' • .4,,. ''' " 4.`' f ^sem. , s °+ : iti , ' FR,' ' i k 1 Northbound exclusive left turn lane on Kinoole Street at Lanihuli Street(September 2019) , ��` _r - , - , ti. , ,,,,.._1:',.- ' 11 - iii 4 ' ,_ ....„. ,....,,,,. .... ....., ..,,,,.........,,. ..... ________ i,,,,..__ 7, , ,, , 4 . T^a.yX.y:. ,. _ we ,' 4 Crosswalks at the intersection of Kinoole Street and Lanihuli Street(September 2019) 91F - ,: Kilauea Market Traffic Assessment For 78 Lanihuli Street, Hilo ,- _ --- ---':44t: .2..,-.-',::::':', !!',„ 4.; is;'Lilt,. i or4;:4 ,1k re!! 11;6, III t i ,XM t';'7'.*:`. 4:- ice_ L h• 9 -11 i i 7I 4Z Pedestrian crossing flags for the crosswalk across Kinoole Street at Lanihuli Street(September 2019) 10I Page Kilauea Market Traffic Assessment For 78 Lanihuli Street, Hilo The proposed site driveway location has good sightlines onto Lanihuli Street. To encourage foot traffic to and from the restaurants, the site development plan should provide a minimum 5 foot wide sidewalk along Lanihuli Street. , ri ,47;:---i.:fiff ati !{� 4 �-i i� ,,,,11,,..i."-, e q r,7 t 0 ,. ,'''-.;*1-4.,--'''-'-' '-i-ditit,,A. ; ':, . -''''''''''''''' ' '"..,'. ' 13111,11IP .......2 , ity . . , ., k4 ft +.�` k SNA „�-�.-.1�4 r Jf 1- a , , ., 4, _ , i 1 J , 3$t J` y y View to east from proposed site location on Lanihuli Street(September 2019) Conclusion The traffic from the warehouse/restaurant space is not expected to be significant. The total peak hour trips are expected to be at or below 50 trips (in and out) during the highest peak hour. The driveway should be designed with appropriate horizontal and vertical alignments, and adequate drainage. A minimum 5 foot wide sidewalk should be included along the front of the property to encourage walking trips instead of vehicle trips. 11I [: Gge Appendix A HDOT 48-Hour and Peak Hour Traffic Counts Traffic Data Service Traffic Station Sketch N Island:Hawaii Area:Hilo Section ID/Station#:B71193000115 Mohouli Street D2 Kinoole Street D1 1 Lanihuli Street Meter# File Name GPS 1.bw93 D0413015_B71193000115 19.71099,-155.08 2. D0413016_B71193000115 Station Description: Kinoole Street: Mohouli Street to Lanihuli Street Survey Beginning Date/Time: Survey Ending Date/Time: 4/14/16 @ 0000 4/15/16 @ 2400 Survey Method: Road Tube Data Type: Class Survey Crew: LM Sketch Updated: By: SR Remarks: 998 FACILITY NAME JURI FUNC AREA ROUTE CLASS TYPE NO. MILE Kinoole Street 16 1930 Dl=Direction to End Dl:Lanihuli Street/Haihai Street D2=Direction to Begin D2:Mohouli Street/Wailuku Drive Run Date: 2017/07/24 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID:B71193000115 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 13700 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1930 Location: Kinoole St: Mohouli St to Lanihuli St TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 04/14/2016 12:00-12:15 11 1 12 06:00-06:15 29 . 27 56 12:00-12:15 142 124 266 06:00-06:15 94 84 178 12:15-12:30 6 5 11 06:15-06:30 54 51 105 12:15-12:30 157 127 284 06:15-06:30 81 60 141 12:30-12:45 8 2 10 06:30-06:45 82 77 159 12:30-12:45 159 122 281 06:30-06:45 94 57 151 12:45-01:00 6 1 7 06:45-07:00 102 99 201 12:45-01:00 151 102 253 06:45-07:00 97 63 160 01:00-01:15 4 4 8 07:00-07:15 121 153 274 01:00-01:15 134 118 252 07:00-07:15 100 43 143 01:15-01:30 10 0 10 07:15-07:30 158 167 325 01:15-01:30 154 113 267 07:15-07:30 67 40 107 01:30-01:45 8 3 11 07:30-07:45 168 208 376 01:30-01:45 142 127 269 07:30-07:45 72 51 123 01:45-02:00 2 3 5 07:45-08:00 188 157 345 01:45-02:00 136 113 249 07:45-08:00 69 28 97 02:00-02:15 3 0 3 08:00-08:15 122 149 271 02:00-02:15 162 130 292 08:00-08:15 68 38 106 02:15-02:30 11 0 11 08:15-08:30 122 115 237 02:15-02:30 160 136 296 08:15-08:30 48 32 80 02:30-02:45 3 1 4 08:30-08:45 111 96 207 02:30-02:45 187 134 321 08:30-08:45 68 25 93 02:45-03:00 3 3 6 08:45-09:00 107 112 219 02:45-03:00 189 142 331 08:45-09:00 56 27 83 03:00-03:15 7 3 10 09:00-09:15 136 108 244 03:00-03:15 160 130 290 09:00-09:15 46 18 64 03:15-03:30 3 3 6 09:15-09:30 155 127 282 03:15-03:30 169 148 317 09:15-09:30 24 21 45 03:30-03:45 6 2 8 09:30-09:45 144 129 273 03:30-03:45 190 126 316 09:30-09:45 33 17 50 03:45-04:00 3 3 6 09:45-10:00 145 134 279 03:45-04:00 186 134 320 09:45-10:00 24 21 45 04:00-04:15 10 4 14 10:00-10:15 135 121 256 04:00-04:15 170 107 277 10:00-10:15 31 19 50 04:15-04:30 8 4 12 10:15-10:30 150 109 259 04:15-04:30 181 124 305 10:15-10:30 18 20 38 04:30-04:45 10 8 18 10:30-10:45 174 107 281 04:30-04:45 177 132 309 10:30-10:45 21 8 29 04:45-05:00 6 7 13 10:45-11:00 147 128 275 04:45-05:00 165 118 283 10:45-11:00 24 4 28 05:00-05:15 18 12 30 11:00-11:15 163 138 301 05:00-05:15 166 130 296 11:00-11:15 15 8 23 05:15-05:30 12 12 24 11:15-11:30 149 122 271 05:15-05:30 157 91 248 11:15-11:30 10 8 18 05:30-05:45 30 12 42 11:30-11:45 134 109 243 05:30-05:45 131 92 223 11:30-11:45 12 2 14 05:45-06:00 43 28 71 11:45-12:00 137 112 249 05:45-06:00 142 72 214 11:45-12:00 8 8 16 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:00 AM to 08:00 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 635 685 1320 PM-PEAK HR VOLUME 705 538 1243 AM-K FACTOR(%) 8.81 PM-K FACTOR(%) 8.30 AM-D(%) 48.11 51.89 100.00 PM-D(%) 56.72 43.28 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM 07:00 AM to 08:00 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 636 685 PM-PEAK HR VOLUME 727 538 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:00 AM to 08:00 AM PM-PEAK HR TIME 02:30 PM to 03:30 PM AM-PEAK HR VOLUME 635 685 1320 PM-PEAK HR VOLUME 705 554 1259 AM-K FACTOR(%) 8.81 PM-K FACTOR(%) 8.40 AM-D(%) 48.11 51.89 100.00 PM-D(%) 56.00 44.00 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,133 2,855 5,988 PEAK HR TIME 02:00 PM to 03:00 PM AM 12-HR PERIOD(00:00-12:00) 3,364 2,976 6,340 PEAK HR VOLUME 698 542 1240 PM 6-HR PERIOD(12:00-18:00) 3,867 2,892 6,759 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,047 3,594 8,641 PEAK HR TIME 02:00 PM to 03:00 PM 02:00 PM to 03:00 PM 24 HOUR PERIOD 8,411 6,570 14,981 PEAK HR VOLUME 698 542 D(%) 56.14 43.86 100.00 Run Date: 2017/07/24 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71193000115 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 13700 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1930 Location: Kinoole St: Mohouli St to Lanihuli St TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 04/15/2016 12:00-12:15 12 3 15 06:00-06:15 41 27 68 12:00-12:15 153 132 285 06:00-06:15 103 77 180 12:15-12:30 8 5 13 06:15-06:30 52 42 94 12:15-12:30 143 105 248 06:15-06:30 104 81 185 12:30-12:45 9 2 11 06:30-06:45 68 63 131 12:30-12:45 180 118 298 06:30-06:45 95 58 153 12:45-01:00 6 5 11 06:45-07:00 89 99 188 12:45-01:00 155 112 267 06:45-07:00 96 58 154 01:00-01:15 5 2 7 07:00-07:15 118 136 254 01:00-01:15 116 112 228 07:00-07:15 95 50 145 01:15-01:30 3 1 4 07:15-07:30 149 176 325 01:15-01:30 132 110 242 07:15-07:30 92 40 132 01:30-01:45 1 2 3 07:30-07:45 143 204 347 01:30-01:45 155 117 272 07:30-07:45 83 40 123 01:45-02:00 7 6 13 07:45-08:00 165 173 338 01:45-02:00 144 127 271 07:45-08:00 85 45 130 02:00-02:15 3 4 7 08:00-08:15 141 135 276 02:00-02:15 172 122 294 08:00-08:15 95 35 130 02:15-02:30 5 2 7 08:15-08:30 137 107 244 02:15-02:30 191 128 319 08:15-08:30 59 40 99 02:30-02:45 5 1 6 08:30-08:45 127 121 248 02:30-02:45 195 152 347 08:30-08:45 51 28 79 02:45-03:00 3 1 4 08:45-09:00 136 110 246 02:45-03:00 166 163 329 08:45-09:00 53 33 86 03:00-03:15 8 3 11 09:00-09:15 125 101 226 03:00-03:15 163 127 290 09:00-09:15 45 30 75 03:15-03:30 5 2 7 09:15-09:30 117 130 247 03:15-03:30 181 119 300 09:15-09:30 42 22 64 03:30-03:45 5 1 6 09:30-09:45 136 127 263 03:30-03:45 169 138 307 09:30-09:45 51 18 69 03:45-04:00 5 8 13 09:45-10:00 153 121 274 03:45-04:00 165 118 283 09:45-10:00 38 28 66 04:00-04:15 6 3 9 10:00-10:15 129 122 251 04:00-04:15 147 124 271 10:00-10:15 28 19 47 04:15-04:30 9 9 18 10:15-10:30 140 116 256 04:15-04:30 163 107 270 10:15-10:30 25 12 37 04:30-04:45 9 5 14 10:30-10:45 139 102 241 04:30-04:45 169 125 294 10:30-10:45 27 12 39 04:45-05:00 17 10 27 10:45-11:00 147 114 261 04:45-05:00 169 115 284 10:45-11:00 15 12 27 05:00-05:15 20 8 28 11:00-11:15 153 107 260 05:00-05:15 128 95 223 11:00-11:15 25 14 39 05:15-05:30 14 21 35 11:15-11:30 145 125 270 05:15-05:30 151 84 235 11:15-11:30 21 3 24 05:30-05:45 28 19 47 11:30-11:45 138 111 249 05:30-05:45 140 83 223 11:30-11:45 27 8 35 05:45-06:00 54 27 81 11:45-12:00 143 111 254 05:45-06:00 126 77 203 11:45-12:00 20 5 25 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 598 688 1286 PM-PEAK HR VOLUME 678 502 1180 AM-K FACTOR(%) 8.61 PM-K FACTOR(%) 7.90 AM-D(%) 46.50 53.50 100.00 PM-D(%) 57.46 42.54 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM 07:00 AM to 08:00 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 598 689 PM-PEAK HR VOLUME 678 502 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 02:00 PM to 03:00 PM AM-PEAK HR VOLUME 598 688 1286 PM-PEAK HR VOLUME 724 565 1289 AM-K FACTOR(%) 8.61 PM-K FACTOR(%) 8.63 AM-D(%) 46.50 53.50 100.00 PM-D(%) 56.17 43.83 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,031 2,780 5,811 PEAK HR TIME 02:00 PM to 03:00 PM AM 12-HR PERIOD(00:00-12:00) 3,278 2,930 6,208 PEAK HR VOLUME 724 565 1289 PM 6-HR PERIOD(12:00-18:00) 3,773 2,810 6,583 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,148 3,578 8,726 PEAK HR TIME 02:00 PM to 03:00 PM 02:00 PM to 03:00 PM 24 HOUR PERIOD 8,426 6,508 14,934 PEAK HR VOLUME 724 565 D(%) 56.42 43.58 100.00 Run Date: 2017/07/24 Hawaii Department of Transportation Highways Division Highways Planning Survey Section Vehicle Classification Data Summary 2016 Site ID: B71193000115 Route No: 1930 Date From: 2016/04/14 0:00 Town: Hawaii Direction: +MP Date To: 2016/04/15 23:45 Location: Kinoole St: Mohouli St to Lanihuli St Functional Classification: 16 URBAN:MINOR ARTERIAL REPORT TOTALS-48 HOURS RECORDED VOLUME % NUMBER OF AXLES Cycles 150 0.50% 299 PC 21375 71.45% 42750 2A-4T 8126 27.16% 16252 LIGHT VEHICLE TOTALS 29651 99.12% 59301 HEAVY VEHICLES Bus 32 0.11% 80 SINGLE UNIT TRUCK 2A-6T 96 0.32% 192 3A-SU 70 0.23% 210 4A-SU 7 0.02% 28 SINGLE-TRAILER TRUCKS 4A-ST 34 0.11% 136 5A-ST 4 0.01% 20 6A-ST 5 0.02% 30 MULTI-TRAILER TRUCKS 5A-MT 8 0.03% 40 6A-MT 6 0.02% 36 7A-MT 1 0.00% 7 HEAVY VEHICLE TOTALS 263 0.88% 779 CLASSIFIED VEHICLES TOTALS 29914(A) 100.00% 60080 (B) UNCLASSIFIED VEHICLES TOTALS 1 0.00% AXLE CORRECTION ROADTUBE FACTOR(A/C)= EQUIVALENT(B/2)= 30040 (C) 0.996 %TOTAL HPMS PEAK HOUR PEAK PEAK 24 HOUR K-FACTOR VOLUME: 1320 HOUR HOUR TRUCK %OF (PEAK/AADT) TRUCK VOLUME VOLUME AADT AADT (ITEM 66) 2016/04/14 07:00 VOLUME SINGLE UNIT (65A-1) (65A-2) TRUCKS(TYPE 4-7) 8 0.61% 102 0.74% 9.64% COMBINATION (65B-1) 13700 (65B-2) (TYPE 8-13) 3 0.23% 28 0.20% 9.64% / Traffic Data Service Traffic Station Sketch N Island:Hawaii Area:Hilo Section ID/Station#:B71279000012 Lei Street D2 Mohouli Street D1 1 Kinoole Street Meter# File Name GPS 1. v073 D0503003_B71279000012 1931232,-155.0796 D0503004_B71279000012 Station Description: Mohouli Street: Lei Street to Kinoole Street Survey Beginning Date/Time: Survey Ending Date/Time: 5/3/16 @ 0000 5/4/16 @ 2400 Survey Method: Road Tube Data Type: Class Survey Crew: LM C1B Sketch Updated: By: SR Remarks: 995 FACILITY NAME JURI FUNC AREA ROUTE CLASS TYPE NO. MILE Mohouli Street 17 2790 D1=Direction to End Dl:Kinoole Street/Komohana Street D2=Direction to Begin D2:Lei Street/Kilauea Avenue Run Date: 2017/08/08 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71279000012 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 10400 Functional Class: URBAN:COLLECTOR Count Type:CLASS Counter Type:Tube Route No: 2790 Location: Mohouli Street: Lei St to Kinoole St TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 05/03/2016 12:00-12:15 5 6 11 06:00-06:15 19 39 58 12:00-12:15 87 94 181 06:00-06:15 87 68 155 12:15-12:30 7 3 10 06:15-06:30 40 49 89 12:15-12:30 79 104 183 06:15-06:30 100 75 175 12:30-12:45 1 5 6 06:30-06:45 34 50 84 12:30-12:45 85 83 168 06:30-06:45 75 51 126 12:45-01:00 1 3 4 06:45-07:00 46 101 147 12:45-01:00 83 96 179 06:45-07:00 73 53 126 01:00-01:15 3 3 6 07:00-07:15 64 136 200 01:00-01:15 75 92 167 07:00-07:15 66 44 110 01:15-01:30 8 5 13 07:15-07:30 73 112 185 01:15-01:30 72 93 165 07:15-07:30 55 41 96 01:30-01:45 1 4 5 07:30-07:45 75 152 227 01:30-01:45 91 97 188 07:30-07:45 45 37 82 01:45-02:00 2 6 8 07:45-08:00 110 141 251 01:45-02:00 84 98 182 07:45-08:00 41 40 81 02:00-02:15 3 2 5 08:00-08:15 74 128 202 02:00-02:15 85 87 172 08:00-08:15 41 37 78 02:15-02:30 0 3 3 08:15-08:30 68 124 192 02:15-02:30 115 86 201 08:15-08:30 52 17 69 02:30-02:45 5 0 5 08:30-08:45 69 108 177 02:30-02:45 80 120 200 08:30-08:45 26 20 46 02:45-03:00 1 1 2 08:45-09:00 68 114 182 02:45-03:00 85 100 185 08:45-09:00 23 23 46 03:00-03:15 3 5 8 09:00-09:15 62 99 161 03:00-03:15 78 106 184 09:00-09:15 30 10 40 03:15-03:30 1 1 2 09:15-09:30 69 95 164 03:15-03:30 91 116 207 09:15-09:30 27 18 45 03:30-03:45 4 1 5 09:30-09:45 76 89 165 03:30-03:45 111 119 230 09:30-09:45 32 19 51 03:45-04:00 0 5 5 09:45-10:00 80 92 172 03:45-04:00 91 126 217 09:45-10:00 24 13 37 04:00-04:15 2 4 6 10:00-10:15 64 117 181 04:00-04:15 95 110 205 10:00-10:15 18 8 26 04:15-04:30 3 11 14 10:15-10:30 69 89 158 04:15-04:30 120 103 223 10:15-10:30 16 5 21 04:30-04:45 5 13 18 10:30-10:45 89 89 178 04:30-04:45 131 123 254 10:30-10:45 17 8 25 04:45-05:00 10 11 21 10:45-11:00 94 116 210 04:45-05:00 105 121 226 10:45-11:00 4 3 7 05:00-05:15 7 16 23 11:00-11:15 82 114 196 05:00-05:15 127 102 229 11:00-11:15 9 9 18 05:15-05:30 16 25 41 11:15-11:30 86 95 181 05:15-05:30 91 77 168 11:15-11:30 3 3 6 05:30-05:45 10 25 35 11:30-11:45 89 93 182 05:30-05:45 100 65 165 11:30-11:45 4 10 14 05:45-06:00 15 34 49 11:45-12:00 84 91 175 05:45-06:00 84 76 160 11:45-12:00 7 5 12 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM PM-PEAK HR TIME 04:15 PM to 05:15 PM AM-PEAK HR VOLUME 327 545 872 PM-PEAK HR VOLUME 483 449 932 AM-K FACTOR(%) 8.26 PM-K FACTOR(%) 8.83 AM-D(%) 37.50 62.50 100.00 PM-D(%) 51.82 48.18 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM 07:30 AM to 08:30 AM PM-PEAK HR TIME 04:15 PM to 05:15 PM 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 332 545 PM-PEAK HR VOLUME 483 471 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM PM-PEAK HR TIME 04:15 PM to 05:15 PM AM-PEAK HR VOLUME 327 545 872 PM-PEAK HR VOLUME 483 449 932 AM-K FACTOR(%) 8.26 PM-K FACTOR(%) 8.83 AM-D(%) 37.50 62.50 100.00 PM-D(%) 51.82 48.18 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 1,684 2,433 4,117 PEAK HR TIME 10:45 AM to 11:45 AM AM 12-HR PERIOD(00:00-12:00) 1,797 2,625 4,422 PEAK HR VOLUME 351 418 769 PM 6-HR PERIOD(12:00-18:00) 2,245 2,394 4,639 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 3,120 3,011 6,131 PEAK HR TIME 01:30 PM to 02:30 PM 10:45 AM to 11:45 AM 24 HOUR PERIOD 4,917 5,636 10,553 PEAK HR VOLUME 375 418 D(%) 46.59 53.41 100.00 Run Date: 2017/08/08 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71279000012 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 10400 Functional Class: URBAN:COLLECTOR Count Type:CLASS Counter Type:Tube Route No: 2790 Location: Mohouli Street: Lei St to Kinoole St TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 05/04/2016 12:00-12:15 7 5 12 06:00-06:15 23 33 56 12:00-12:15 100 139 239 06:00-06:15 73 89 162 12:15-12:30 5 8 13 06:15-06:30 39 55 94 12:15-12:30 91 114 205 06:15-06:30 63 78 141 12:30-12:45 5 1 6 06:30-06:45 26 71 97 12:30-12:45 104 114 218 06:30-06:45 76 88 164 12:45-01:00 1 2 3 06:45-07:00 46 73 119 12:45-01:00 99 119 218 06:45-07:00 50 65 115 01:00-01:15 4 0 4 07:00-07:15 58 123 181 01:00-01:15 130 128 258 07:00-07:15 70 60 130 01:15-01:30 4 5 9 07:15-07:30 78 132 210 01:15-01:30 127 132 259 07:15-07:30 59 60 119 01:30-01:45 1 4 5 07:30-07:45 86 131 217 01:30-01:45 99 124 223 07:30-07:45 48 48 96 01:45-02:00 5 2 7 07:45-08:00 113 126 239 01:45-02:00 82 118 200 07:45-08:00 36 41 77 02:00-02:15 0 2 2 08:00-08:15 69 122 191 02:00-02:15 70 108 178 08:00-08:15 29 45 74 02:15-02:30 5 3 8 08:15-08:30 77 114 191 02:15-02:30 70 99 169 08:15-08:30 53 24 77 02:30-02:45 3 3 6 08:30-08:45 54 84 138 02:30-02:45 69 109 178 08:30-08:45 28 32 60 02:45-03:00 4 3 7 08:45-09:00 75 110 185 02:45-03:00 98 129 227 08:45-09:00 35 16 51 03:00-03:15 2 2 4 09:00-09:15 75 91 166 03:00-03:15 94 103 197 09:00-09:15 21 15 36 03:15-03:30 1 4 5 09:15-09:30 62 91 153 03:15-03:30 104 144 248 09:15-09:30 20 12 32 03:30-03:45 2 2 4 09:30-09:45 76 88 164 03:30-03:45 102 132 234 09:30-09:45 19 22 41 03:45-04:00 2 5 7 09:45-10:00 67 80 147 03:45-04:00 90 141 231 09:45-10:00 20 17 37 04:00-04:15 2 3 5 10:00-10:15 88 95 183 04:00-04:15 94 120 214 10:00-10:15 15 10 25 04:15-04:30 7 13 20 10:15-10:30 68 100 168 04:15-04:30 98 118 216 10:15-10:30 20 20 40 04:30-04:45 4 15 19 10:30-10:45 87 96 183 04:30-04:45 147 153 300 10:30-10:45 13 4 17 04:45-05:00 7 9 16 10:45-11:00 68 133 201 04:45-05:00 137 179 316 10:45-11:00 5 6 11 05:00-05:15 6 10 16 11:00-11:15 95 165 260 05:00-05:15 102 142 244 11:00-11:15 11 6 17 05:15-05:30 5 27 32 11:15-11:30 73 152 225 05:15-05:30 86 121 207 11:15-11:30 5 4 9 05:30-05:45 10 27 37 11:30-11:45 86 169 255 05:30-05:45 74 115 189 11:30-11:45 5 11 16 05:45-06:00 13 28 41 11:45-12:00 88 156 244 05:45-06:00 60 84 144 11:45-12:00 4 2 6 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 04:15 PM to 05:15 PM AM-PEAK HR VOLUME 346 511 857 PM-PEAK HR VOLUME 484 592 1076 AM-K FACTOR(%) 7.50 PM-K FACTOR(%) 9.42 AM-D(%) 40.37 59.63 100.00 PM-D(%) 44.98 55.02 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM 07:00 AM to 08:00 AM PM-PEAK HR TIME 04:15 PM to 05:15 PM 04:30 PM to 05:30 PM AM-PEAK HR VOLUME 346 512 PM-PEAK HR VOLUME 484 595 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 11:00 AM to 12:00 PM PM-PEAK HR TIME 04:15 PM to 05:15 PM AM-PEAK HR VOLUME 342 642 984 PM-PEAK HR VOLUME 484 592 1076 AM-K FACTOR(%) 8.62 PM-K FACTOR(%) 9.42 AM-D(%) 34.76 65.24 100.00 PM-D(%) 44.98 55.02 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-FIR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 1,677 2,590 4,267 PEAK HR TIME 11:00 AM to 12:00 PM AM 12-HR PERIOD(00:00-12:00) 1,782 2,773 4,555 PEAK HR VOLUME 342 642 984 PM 6-HR PERIOD(12:00-18:00) 2,327 2,985 5,312 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 3,105 3,760 6,865 PEAK HR TIME 12:30 PM to 01:30 PM 11:00 AM to 12:00 PM 24 HOUR PERIOD 4,887 6,533 11,420 PEAK HR VOLUME 460 642 D(%) 42.79 57.21 100.00 Run Date: 2017/08/08 Hawaii Department of Transportation Highways Division Highways Planning Survey Section Vehicle Classification Data Summary 2016 Site ID: B71279000012 Route No: 2790 Date From: 2016/05/03 0:00 Town: Hawaii Direction: +MP Date To: 2016/05/04 23:45 Location: Mohouli Street: Lei St to Kinoole St Functional Classification: 17 URBAN:COLLECTOR REPORT TOTALS-48 HOURS RECORDED VOLUME % NUMBER OF AXLES Cycles 42 0.19% 83 PC 16907 76.94% 33814 2A-4T 4893 22.27% 9786 LIGHT VEHICLE TOTALS 21842 99.40% 43683 HEAVY VEHICLES Bus 11 0.05% 28 SINGLE UNIT TRUCK 2A-6T 49 0.22% 98 3A-SU 28 0.13% 84 4A-SU 13 0.06% 52 SINGLE-TRAILER TRUCKS 4A-ST 25 0.11% 100 5A-ST 1 0.00% 5 6A-ST 3 0.01% 18 MULTI-TRAILER TRUCKS 5A-MT 0 0.00% 0 6A-MT 2 0.01% 12 7A-MT 0 0.00% 0 HEAVY VEHICLE TOTALS 132 0.60% 397 CLASSIFIED VEHICLES TOTALS 21974(A) 100.00% 44080 (B) UNCLASSIFIED VEHICLES TOTALS -1 -0.00% AXLE CORRECTION ROADTUBE FACTOR(A/C)= EQUIVALENT(B/2)= 22040 (C) 0.997 %TOTAL HPMS PEAK HOUR PEAK PEAK 24 HOUR K-FACTOR VOLUME : 1046 HOUR HOUR TRUCK %OF (PEAK/AADT) TRUCK VOLUME VOLUME AADT AADT (ITEM 66) 2016/05/0416:00 VOLUME SINGLE UNIT (65A-1) (65A-2) TRUCKS(TYPE 4-7) 8 0.76% 50 0.48% 10.06% COMBINATION (65B-1) 10400 (65B-2) (TYPE 8-13) 1 0.10% 15 0.14% 10.06% Traffic Data Service Traffic Station Sketch N Island:Hawaii Area:Hilo Section ID/Station:B71192000096 Kamana Street If D2 H Kilauea Avenue D1 I I ! I Kohola Street Meter# File Name GPS 1. cgll D0413009_B71192000096 19.71006,-155.07638 bt30 D0413010_B71192000096 19.71006,-155.07638 Station Description: Kilauea Avenue:Kamana Street to Kohola Street Survey Beginning Date/Time: Survey Ending Date/Time: 4/14/16 @ 0000 4/15/16 @ 2400 Survey Method: Road Tube Data Type: Class Survey Crew: LM Sketch Updated: By: SR Remarks: FACILITY NAME JURI FUNC AREA ROUTE CLASS TYPE NO. MILE Kilauea Avenue 16 1920 D1=Direction to End Dl:Kohola Street/Kanoelehua Avenue(Rte 11) D2=Direction to Begin D2:Kamana Street/Ponohawai Street Run Date: 2017/07/24 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000096 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 16100 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Ave-Kamana St to Kohola St TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 04/14/2016 12:00-12:15 10 6 16 06:00-06:15 55 35 90 12:00-12:15 150 160 310 06:00-06:15 99 112 211 12:15-12:30 5 5 10 06:15-06:30 68 47 115 12:15-12:30 180 176 356 06:15-06:30 111 119 230 12:30-12:45 5 9 14 06:30-06:45 98 54 152 12:30-12:45 162 166 328 06:30-06:45 93 98 191 12:45-01:00 6 3 9 06:45-07:00 145 84 229 12:45-01:00 159 139 298 06:45-07:00 87 98 185 01:00-01:15 7 8 15 07:00-07:15 162 96 258 01:00-01:15 149 160 309 07:00-07:15 85 102 187 01:15-01:30 6 3 9 07:15-07:30 216 124 340 01:15-01:30 130 159 289 07:15-07:30 70 73 143 01:30-01:45 10 8 18 07:30-07:45 216 124 340 01:30-01:45 155 153 308 07:30-07:45 79 73 152 01:45-02:00 5 4 9 07:45-08:00 175 135 310 01:45-02:00 159 154 313 07:45-08:00 69 59 128 02:00-02:15 5 6 11 08:00-08:15 175 108 283 02:00-02:15 153 141 294 08:00-08:15 63 71 134 02:15-02:30 4 2 6 08:15-08:30 135 117 252 02:15-02:30 140 178 318 08:15-08:30 51 66 117 02:30-02:45 1 5 6 08:30-08:45 156 105 261 02:30-02:45 168 160 328 08:30-08:45 43 42 85 02:45-03:00 5 2 7 08:45-09:00 156 121 277 02:45-03:00 132 174 306 08:45-09:00 42 43 85 03:00-03:15 4 1 5 09:00-09:15 144 125 269 03:00-03:15 148 161 309 09:00-09:15 32 57 89 03:15-03:30 9 7 16 09:15-09:30 160 146 306 03:15-03:30 165 160 325 09:15-09:30 29 22 51 03:30-03:45 7 3 10 09:30-09:45 150 159 309 03:30-03:45 148 191 339 09:30-09:45 28 30 58 03:45-04:00 7 7 14 09:45-10:00 154 143 297 03:45-04:00 146 175 321 09:45-10:00 27 33 60 04:00-04:15 9 11 20 10:00-10:15 162 144 306 04:00-04:15 170 185 355 10:00-10:15 21 36 57 04:15-04:30 6 4 10 10:15-10:30 142 145 287 04:15-04:30 144 193 337 10:15-10:30 21 33 54 04:30-04:45 9 15 24 10:30-10:45 143 137 280 04:30-04:45 163 229 392 10:30-10:45 16 20 36 04:45-05:00 13 6 19 10:45-11:00 152 167 319 04:45-05:00 139 205 344 10:45-11:00 12 16 28 05:00-05:15 20 12 32 11:00-11:15 167 140 307 05:00-05:15 171 186 357 11:00-11:15 16 14 30 05:15-05:30 21 13 34 11:15-11:30 171 154 325 05:15-05:30 136 170 306 11:15-11:30 10 9 19 05:30-05:45 32 29 61 11:30-11:45 143 157 300 05:30-05:45 110 153 263 11:30-11:45 7 14 21 05:45-06:00 52 27 79 11:45-12:00 138 153 291 05:45-06:00 112 144 256 11:45-12:00 13 8 21 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 04:15 PM to 05:15 PM AM-PEAK HR VOLUME 782 491 1273 PM-PEAK HR VOLUME 617 813 1430 AM-K FACTOR(%) 7.49 PM-K FACTOR(%) 8.42 AM-D(%) 61.43 38.57 100.00 PM-D(%) 43.15 56.85 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM 04:15 PM to 05:15 PM AM-PEAK HR VOLUME 782 491 PM-PEAK HR VOLUME 629 813 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 04:15 PM to 05:15 PM AM-PEAK HR VOLUME 782 491 1273 PM-PEAK HR VOLUME 617 813 1430 AM-K FACTOR(%) 7.49 PM-K FACTOR(%) 8.42 AM-D(%) 61.43 38.57 100.00 PM-D(%) 43.15 56.85 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,583 2,920 6,503 PEAK HR TIME 12:00 PM to 01:00 PM AM 12-HR PERIOD(00:00-12:00) 3,841 3,116 6,957 PEAK HR VOLUME 651 641 1292 PM 6-HR PERIOD(12:00-18:00) 3,589 4,072 7,661 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 4,713 5,320 10,033 PEAK HR TIME 12:00 PM to 01:00 PM 11:45 AM to 12:45 PM 24 HOUR PERIOD 8,554 8,436 16,990 PEAK HR VOLUME 651 655 D(%) 50.35 49.65 100.00 Run Date: 2017/07/24 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000096 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 16100 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Ave-Kamana St to Kohola St TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 04/15/2016 12:00-12:15 9 9 18 06:00-06:15 55 40 95 12:00-12:15 209 171 380 06:00-06:15 126 137 263 12:15-12:30 9 13 22 06:15-06:30 76 55 131 12:15-12:30 144 171 315 06:15-06:30 98 109 207 12:30-12:45 12 5 17 06:30-06:45 105 69 174 12:30-12:45 142 160 302 06:30-06:45 123 126 249 12:45-01:00 7 3 10 06:45-07:00 138 65 203 12:45-01:00 167 171 338 06:45-07:00 113 120 233 01:00-01:15 4 13 17 07:00-07:15 155 78 233 01:00-01:15 159 154 313 07:00-07:15 98 99 197 01:15-01:30 9 5 14 07:15-07:30 214 115 329 01:15-01:30 165 149 314 07:15-07:30 104 95 199 01:30-01:45 4 2 6 07:30-07:45 206 129 335 01:30-01:45 157 146 303 07:30-07:45 85 86 171 01:45-02:00 3 7 10 07:45-08:00 178 148 326 01:45-02:00 167 155 322 07:45-08:00 70 90 160 02:00-02:15 5 6 11 08:00-08:15 179 97 276 02:00-02:15 176 166 342 08:00-08:15 62 82 144 02:15-02:30 5 3 8 08:15-08:30 147 124 271 02:15-02:30 158 191 349 08:15-08:30 54 87 141 02:30-02:45 7 7 14 08:30-08:45 172 114 286 02:30-02:45 155 176 331 08:30-08:45 57 53 110 02:45-03:00 1 4 5 08:45-09:00 145 132 277 02:45-03:00 153 200 353 08:45-09:00 40 74 114 03:00-03:15 5 4 9 09:00-09:15 133 120 253 03:00-03:15 172 156 328 09:00-09:15 42 64 106 03:15-03:30 9 2 11 09:15-09:30 158 131 289 03:15-03:30 167 176 343 09:15-09:30 39 57 96 03:30-03:45 5 3 8 09:30-09:45 156 143 299 03:30-03:45 159 194 353 09:30-09:45 39 43 82 03:45-04:00 9 9 18 09:45-10:00 165 156 321 03:45-04:00 171 190 361 09:45-10:00 40 45 85 04:00-04:15 7 11 18 10:00-10:15 148 136 284 04:00-04:15 184 203 387 10:00-10:15 57 44 101 04:15-04:30 10 9 19 10:15-10:30 168 144 312 04:15-04:30 177 179 356 10:15-10:30 23 28 51 04:30-04:45 9 8 17 10:30-10:45 165 160 325 04:30-04:45 173 227 400 10:30-10:45 22 23 45 04:45-05:00 10 12 22 10:45-11:00 175 154 329 04:45-05:00 171 205 376 10:45-11:00 33 26 59 05:00-05:15 30 9 39 11:00-11:15 162 194 356 05:00-05:15 152 195 347 11:00-11:15 21 25 46 05:15-05:30 26 18 44 11:15-11:30 158 163 321 05:15-05:30 152 172 324 11:15-11:30 17 10 27 05:30-05:45 44 25 69 11:30-11:45 154 186 340 05:30-05:45 127 131 258 11:30-11:45 24 11 35 05:45-06:00 45 30 75 11:45-12:00 163 184 347 05:45-06:00 113 122 235 11:45-12:00 19 17 36 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 04:00 PM to 05:00 PM AM-PEAK HR VOLUME 777 489 1266 PM-PEAK HR VOLUME 705 814 1519 AM-K FACTOR(%) 6.96 PM-K FACTOR(%) 8.35 AM-D(%) 61.37 38.63 100.00 PM-D(%) 46.41 53.59 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM 07:30 AM to 08:30 AM PM-PEAK HR TIME 03:45 PM to 04:45 PM 04:00 PM to 05:00 PM AM-PEAK HR VOLUME 777 498 PM-PEAK HR VOLUME 705 814 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 11:00 AM to 12:00 PM PM-PEAK HR TIME 04:00 PM to 05:00 PM AM-PEAK HR VOLUME 637 727 1364 PM-PEAK HR VOLUME 705 814 1519 AM-K FACTOR(%) 7.49 PM-K FACTOR(%) 8.35 AM-D(%) 46.70 53.30 100.00 PM-D(%) 46.41 53.59 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,675 3,037 6,712 PEAK HR TIME 11:15 AM to 12:15 PM AM 12-HR PERIOD(00:00-12:00) 3,959 3,254 7,213 PEAK HR VOLUME 684 704 1388 PM 6-HR PERIOD(12:00-18:00) 3,870 4,160 8,030 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,276 5,711 10,987 PEAK HR TIME 11:15 AM to 12:15 PM 02:00 PM to 03:00 PM 24 HOUR PERIOD 9,235 8,965 18,200 PEAK HR VOLUME 684 733 D(%) 50.74 49.26 100.00 Run Date: 2017/07/24 Hawaii Department of Transportation Highways Division Highways Planning Survey Section Vehicle Classification Data Summary 2016 Site ID: B71192000096 Route No: 1920 Date From: 2016/04/14 0:00 Town: Hawaii Direction: +MP Date To: 2016/04/15 23:45 Location: Kilauea Ave-Kamana St to Kohola St Functional Classification: 16 URBAN:MINOR ARTERIAL REPORT TOTALS-48 HOURS RECORDED VOLUME % NUMBER OF AXLES Cycles 130 0.37% 260 PC 26555 75.46% 53110 2A-4T 7941 22.57% 15882 LIGHT VEHICLE TOTALS 34626 98.40% 69252 HEAVY VEHICLES Bus 74 0.21% 185 SINGLE UNIT TRUCK 2A-6T 69 0.20% 138 3A-SU 156 0.44% 468 4A-SU 121 0.34% 484 SINGLE-TRAILER TRUCKS 4A-ST 122 0.35% 488 5A-ST 5 0.01% 25 6A-ST 4 0.01% 24 MULTI-TRAILER TRUCKS 5A-MT 6 0.02% 30 6A-MT 5 0.01% 30 7A-MT 3 0.01% 21 HEAVY VEHICLE TOTALS 565 1.61% 1893 CLASSIFIED VEHICLES TOTALS 35191 (A) 100.00% 71145 (B) UNCLASSIFIED VEHICLES TOTALS -1 -0.00% AXLE CORRECTION ROADTUBE FACTOR(A/C)= EQUIVALENT(B/2)= 35573 (C) 0.989 %TOTAL HPMS PEAK HOUR PEAK PEAK 24 HOUR K-FACTOR VOLUME : 1519 HOUR HOUR TRUCK %OF (PEAK/AADT) TRUCK VOLUME VOLUME AADT AADT (ITEM 66) 2016/04/15 16:00 VOLUME SINGLE UNIT (65A-1) (65A-2) TRUCKS(TYPE 4-7) 19 1.25% 210 1.30% 9.43% COMBINATION (65B-1) 16100 (65B-2) (TYPE 8-13) 8 0.53% 72 0.45% 9.43% Traffic Data Service ♦_ Traffic Station Sketch N Island:Hawaii Area:Hilo Section ID/Station:B71192000055 Aupuni Street II D2 I I Kilauea Avenue D1 I I � I I Maile St Meter# File Name GPS 1. v073 D0219003 B71192000055 19.71469,-155.0777 bw85 D0219004__B71192000055 19.71469,-155.0777 Station Description: Kilauea Avenue:Aupuni Street to Maile St Survey Beginning Date/Time: Survey Ending Date/Time: 2/19/2016 @ 0000 3/4/2016 @ 2400 Survey Method: Road Tube Data Type: Class Survey Crew: LM C4 Sketch Updated: By: SR Remarks: 1059 FACILITY NAME JURI FUNC AREA ROUTE CLASS TYPE NO. MILE Kilauea Avenue 16 1920 Dl=Direction to End Dl:Maile St/Kanoelehua Avenue(Rte 11) D2=Direction to Begin D2:Aupuni Street/Ponahawai Street Run Date: 2017/08/08 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 02/19/2016 12:00-12:15 10 7 17 06:00-06:15 39 50 89 12:00-12:15 166 238 404 06:00-06:15 168 138 306 12:15-12:30 6 9 15 06:15-06:30 47 81 128 12:15-12:30 205 252 457 06:15-06:30 148 156 304 12:30-12:45 9 11 20 06:30-06:45 71 127 198 12:30-12:45 204 256 460 06:30-06:45 127 150 277 12:45-01:00 9 4 13 06:45-07:00 96 164 260 12:45-01:00 202 230 432 06:45-07:00 122 160 282 01:00-01:15 5 10 15 07:00-07:15 104 189 293 01:00-01:15 194 234 428 07:00-07:15 137 132 269 01:15-01:30 4 8 12 07:15-07:30 144 258 402 01:15-01:30 185 238 423 07:15-07:30 103 111 214 01:30-01:45 9 10 19 07:30-07:45 181 294 475 01:30-01:45 208 213 421 07:30-07:45 112 92 204 01:45-02:00 4 6 10 07:45-08:00 166 255 421 01:45-02:00 204 229 433 07:45-08:00 93 95 188 02:00-02:15 0 7 7 08:00-08:15 143 205 348 02:00-02:15 145 219 364 08:00-08:15 82 88 170 02:15-02:30 6 4 10 08:15-08:30 154 216 370 02:15-02:30 155 239 394 08:15-08:30 79 79 158 02:30-02:45 2 7 9 08:30-08:45 164 223 387 02:30-02:45 204 195 399 08:30-08:45 78 72 150 02:45-03:00 6 8 14 08:45-09:00 170 225 395 02:45-03:00 205 227 432 08:45-09:00 66 69 135 03:00-03:15 6 9 15 09:00-09:15 160 202 362 03:00-03:15 219 209 428 09:00-09:15 66 69 135 03:15-03:30 7 14 21 09:15-09:30 160 226 386 03:15-03:30 207 233 440 09:15-09:30 62 54 116 03:30-03:45 7 9 16 09:30-09:45 171 229 400 03:30-03:45 209 224 433 09:30-09:45 62 46 108 03:45-04:00 7 7 14 09:45-10:00 192 248 440 03:45-04:00 189 218 407 09:45-10:00 52 48 100 04:00-04:15 3 7 10 10:00-10:15 216 215 431 04:00-04:15 184 219 403 10:00-10:15 39 37 76 04:15-04:30 10 16 26 10:15-10:30 185 236 421 04:15-04:30 192 227 419 10:15-10:30 37 44 81 04:30-04:45 16 16 32 10:30-10:45 190 222 412 04:30-04:45 107 228 335 10:30-10:45 24 46 70 04:45-05:00 19 15 34 10:45-11:00 182 221 403 04:45-05:00 78 203 281 10:45-11:00 22 23 45 05:00-05:15 14 29 43 11:00-11:15 196 239 435 05:00-05:15 214 204 418 11:00-11:15 30 35 65 05:15-05:30 11 23 34 11:15-11:30 228 242 470 05:15-05:30 166 194 360 11:15-11:30 22 25 47 05:30-05:45 41 53 94 11:30-11:45 179 223 402 05:30-05:45 177 170 347 11:30-11:45 13 16 29 05:45-06:00 26 56 82 11:45-12:00 178 230 408 05:45-06:00 186 172 358 11:45-12:00 19 16 35 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 634 1012 1646 PM-PEAK HR VOLUME 824 884 1708 AM-K FACTOR(%) 7.30 PM-K FACTOR(%) 7.57 AM-D(%) 38.52 61.48 100.00 PM-D(%) 48.24 51.76 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 644 1012 PM-PEAK HR VOLUME 824 894 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:30 AM to 11:30 AM PM-PEAK HR TIME 12:15 PM to 01:15 PM AM-PEAK HR VOLUME 796 924 1720 PM-PEAK HR VOLUME 805 972 1777 AM-K FACTOR(%) 7.62 PM-K FACTOR(%) 7.88 AM-D(%) 46.28 53.72 100.00 PM-D(%) 45.30 54.70 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,716 5,020 8,736 PEAK HR TIME 12:15 PM to 01:15 PM AM 12-HR PERIOD(00:00-12:00) 3,953 5,365 9,318 PEAK HR VOLUME 805 972 1777 PM 6-HR PERIOD(12:00-18:00) 4,405 5,271 9,676 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 6,168 7,072 13,240 PEAK HR TIME 12:15 PM to 01:15 PM 11:45 AM to 12:45 PM 24 HOUR PERIOD 10,121 12,437 22,558 PEAK HR VOLUME 805 976 D(%) 44.87 55.13 100.00 Run Date: 2017/08/08 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 02/20/2016 12:00-12:15 11 20 31 06:00-06:15 29 43 72 12:00-12:15 144 183 327 06:00-06:15 125 106 231 12:15-12:30 12 22 34 06:15-06:30 29 56 85 12:15-12:30 163 179 342 06:15-06:30 127 109 236 12:30-12:45 12 13 25 06:30-06:45 49 62 111 12:30-12:45 135 174 309 06:30-06:45 102 125 227 12:45-01:00 18 12 30 06:45-07:00 47 67 114 12:45-01:00 172 167 339 06:45-07:00 85 97 182 01:00-01:15 4 8 12 07:00-07:15 52 77 129 01:00-01:15 138 162 300 07:00-07:15 93 102 195 01:15-01:30 15 13 28 07:15-07:30 51 91 142 01:15-01:30 147 167 314 07:15-07:30 94 113 207 01:30-01:45 13 13 26 07:30-07:45 94 107 201 01:30-01:45 121 155 276 07:30-07:45 83 93 176 01:45-02:00 18 2 20 07:45-08:00 89 116 205 01:45-02:00 130 142 272 07:45-08:00 75 81 156 02:00-02:15 11 9 20 08:00-08:15 94 136 230 02:00-02:15 149 167 316 08:00-08:15 69 74 143 02:15-02:30 10 9 19 08:15-08:30 119 148 267 02:15-02:30 127 138 265 08:15-08:30 73 71 144 02:30-02:45 5 8 13 08:30-08:45 109 134 243 02:30-02:45 118 131 249 08:30-08:45 67 64 131 02:45-03:00 3 8 11 08:45-09:00 130 163 293 02:45-03:00 135 142 277 08:45-09:00 37 55 92 03:00-03:15 6 8 14 09:00-09:15 122 171 293 03:00-03:15 132 155 287 09:00-09:15 53 56 109 03:15-03:30 4 15 19 09:15-09:30 113 170 283 03:15-03:30 133 122 255 09:15-09:30 51 83 134 03:30-03:45 10 8 18 09:30-09:45 128 182 310 03:30-03:45 121 147 268 09:30-09:45 50 60 110 03:45-04:00 3 11 14 09:45-10:00 136 191 327 03:45-04:00 137 152 289 09:45-10:00 60 40 100 04:00-04:15 0 16 16 10:00-10:15 137 180 317 04:00-04:15 131 143 274 10:00-10:15 58 46 104 04:15-04:30 1 9 10 10:15-10:30 171 199 370 04:15-04:30 141 132 273 10:15-10:30 39 41 80 04:30-04:45 15 9 24 10:30-10:45 159 194 353 04:30-04:45 133 150 283 10:30-10:45 42 38 80 04:45-05:00 12 19 31 10:45-11:00 160 199 359 04:45-05:00 124 134 258 10:45-11:00 22 26 48 05:00-05:15 12 14 26 11:00-11:15 157 170 327 05:00-05:15 108 152 260 11:00-11:15 23 22 45 05:15-05:30 19 19 38 11:15-11:30 159 200 359 05:15-05:30 114 140 254 11:15-11:30 15 20 35 05:30-05:45 21 30 51 11:30-11:45 153 188 341 05:30-05:45 131 109 240 11:30-11:45 16 15 31 05:45-06:00 27 36 63 11:45-12:00 162 180 342 05:45-06:00 104 123 227 11:45-12:00 21 19 40 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:45 PM to 04:45 PM AM-PEAK HR VOLUME 452 581 1033 PM-PEAK HR VOLUME 542 577 1119 AM-K FACTOR(%) 6.28 PM-K FACTOR(%) 6.80 AM-D(%) 43.76 56.24 100.00 PM-D(%) 48.44 51.56 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:45 PM to 04:45 PM 03:45 PM to 04:45 PM AM-PEAK HR VOLUME 452 581 PM-PEAK HR VOLUME 542 577 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:15AM to 11:15AM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 647 762 1409 PM-PEAK HR VOLUME 614 703 1317 AM-K FACTOR(%) 8.56 PM-K FACTOR(%) 8.00 AM-D(%) 45.92 54.08 100.00 PM-D(%) 46.62 53.38 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 2,649 3,424 6,073 PEAK HR TIME 10:15AM to 11:15AM AM 12-HR PERIOD(00:00-12:00) 2,911 3,755 6,666 PEAK HR VOLUME 647 762 1409 PM 6-HR PERIOD(12:00-18:00) 3,188 3,566 6,754 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 4,668 5,122 9,790 PEAK HR TIME 10:15AM to 11:15 AM 10:00 AM to 11:00 AM 24 HOUR PERIOD 7,579 8,877 16,456 PEAK HR VOLUME 647 772 D(%) 46.06 53.94 100.00 Run Date: 2017/08/08 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 02/21/2016 12:00-12:15 16 10 26 06:00-06:15 22 25 47 12:00-12:15 107 118 225 06:00-06:15 67 107 174 12:15-12:30 18 18 36 06:15-06:30 16 42 58 12:15-12:30 125 153 278 06:15-06:30 82 103 185 12:30-12:45 9 20 29 06:30-06:45 24 42 66 12:30-12:45 114 140 254 06:30-06:45 82 84 166 12:45-01:00 13 13 26 06:45-07:00 35 55 90 12:45-01:00 102 141 243 06:45-07:00 64 82 146 01:00-01:15 12 15 27 07:00-07:15 32 47 79 01:00-01:15 101 138 239 07:00-07:15 58 62 120 01:15-01:30 17 10 27 07:15-07:30 49 33 82 01:15-01:30 122 132 254 07:15-07:30 76 73 149 01:30-01:45 7 11 18 07:30-07:45 52 62 114 01:30-01:45 123 141 264 07:30-07:45 44 63 107 01:45-02:00 8 14 22 07:45-08:00 60 71 131 01:45-02:00 114 132 246 07:45-08:00 50 53 103 02:00-02:15 10 15 25 08:00-08:15 56 67 123 02:00-02:15 118 115 233 08:00-08:15 39 40 79 02:15-02:30 5 1 6 08:15-08:30 76 81 157 02:15-02:30 93 135 228 08:15-08:30 51 48 99 02:30-02:45 3 11 14 08:30-08:45 68 102 170 02:30-02:45 104 124 228 08:30-08:45 34 43 77 02:45-03:00 1 4 5 08:45-09:00 92 102 194 02:45-03:00 100 105 205 08:45-09:00 42 39 81 03:00-03:15 10 8 18 09:00-09:15 80 107 187 03:00-03:15 87 101 188 09:00-09:15 28 47 75 03:15-03:30 6 6 12 09:15-09:30 85 89 174 03:15-03:30 110 106 216 09:15-09:30 37 39 76 03:30-03:45 6 8 14 09:30-09:45 115 108 223 03:30-03:45 92 112 204 09:30-09:45 24 46 70 03:45-04:00 3 12 15 09:45-10:00 105 124 229 03:45-04:00 101 109 210 09:45-10:00 25 38 63 04:00-04:15 5 7 12 10:00-10:15 79 121 200 04:00-04:15 109 101 210 10:00-10:15 26 26 52 04:15-04:30 6 4 10 10:15-10:30 119 125 244 04:15-04:30 95 92 187 10:15-10:30 19 21 40 04:30-04:45 9 12 21 10:30-10:45 117 126 243 04:30-04:45 97 88 185 10:30-10:45 13 16 29 04:45-05:00 7 11 18 10:45-11:00 119 153 272 04:45-05:00 100 101 201 10:45-11:00 7 24 31 05:00-05:15 9 12 21 11:00-11:15 119 133 252 05:00-05:15 94 97 191 11:00-11:15 10 14 24 05:15-05:30 6 11 17 11:15-11:30 105 126 231 05:15-05:30 88 109 197 11:15-11:30 13 9 22 05:30-05:45 11 22 33 11:30-11:45 101 138 239 05:30-05:45 79 81 160 11:30-11:45 18 9 27 05:45-06:00 16 27 43 11:45-12:00 90 112 202 05:45-06:00 70 93 163 11:45-12:00 10 15 25 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 292 352 644 PM-PEAK HR VOLUME 412 428 840 AM-K FACTOR(%) 5.49 PM-K FACTOR(%) 7.16 AM-D(%) 45.34 54.66 100.00 PM-D(%) 49.05 50.95 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 292 352 PM-PEAK HR VOLUME 412 428 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:15 AM to 11:15 AM PM-PEAK HR TIME 12:15 PM to 01:15 PM AM-PEAK HR VOLUME 474 537 1011 PM-PEAK HR VOLUME 442 572 1014 AM-K FACTOR(%) 8.62 PM-K FACTOR(%) 8.64 AM-D(%) 46.88 53.12 100.00 PM-D(%) 43.59 56.41 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 1,816 2,191 4,007 PEAK HR TIME 12:15 PM to 01:15 PM AM 12-HR PERIOD(00:00-12:00) 2,029 2,473 4,502 PEAK HR VOLUME 442 572 1014 PM 6-HR PERIOD(12:00-18:00) 2,445 2,764 5,209 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 3,364 3,865 7,229 PEAK HR TIME 01:15 PM to 02:15 PM 12:15 PM to 01:15 PM 24 HOUR PERIOD 5,393 6,338 11,731 PEAK HR VOLUME 477 572 D(%) 45.97 54.03 100.00 Run Date: 2017/08/08 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 02/22/2016 12:00-12:15 7 12 19 06:00-06:15 33 57 90 12:00-12:15 200 244 444 06:00-06:15 144 159 303 12:15-12:30 10 8 18 06:15-06:30 44 74 118 12:15-12:30 197 269 466 06:15-06:30 153 151 304 12:30-12:45 6 4 10 06:30-06:45 63 130 193 12:30-12:45 196 262 458 06:30-06:45 131 140 271 12:45-01:00 4 5 9 06:45-07:00 92 169 261 12:45-01:00 198 242 440 06:45-07:00 88 101 189 01:00-01:15 7 6 13 07:00-07:15 117 175 292 01:00-01:15 194 230 424 07:00-07:15 95 90 185 01:15-01:30 4 7 11 07:15-07:30 127 249 376 01:15-01:30 189 233 422 07:15-07:30 80 79 159 01:30-01:45 5 8 13 07:30-07:45 179 295 474 01:30-01:45 182 247 429 07:30-07:45 78 85 163 01:45-02:00 3 9 12 07:45-08:00 163 253 416 01:45-02:00 196 247 443 07:45-08:00 69 84 153 02:00-02:15 5 1 6 08:00-08:15 132 219 351 02:00-02:15 183 254 437 08:00-08:15 62 73 135 02:15-02:30 1 6 7 08:15-08:30 150 231 381 02:15-02:30 184 248 432 08:15-08:30 57 84 141 02:30-02:45 2 11 13 08:30-08:45 154 225 379 02:30-02:45 175 211 386 08:30-08:45 65 71 136 02:45-03:00 3 3 6 08:45-09:00 174 230 404 02:45-03:00 211 213 424 08:45-09:00 56 48 104 03:00-03:15 5 12 17 09:00-09:15 174 207 381 03:00-03:15 187 221 408 09:00-09:15 42 46 88 03:15-03:30 1 7 8 09:15-09:30 179 233 412 03:15-03:30 135 239 374 09:15-09:30 52 36 88 03:30-03:45 5 13 18 09:30-09:45 188 223 411 03:30-03:45 207 257 464 09:30-09:45 31 33 64 03:45-04:00 3 9 12 09:45-10:00 192 218 410 03:45-04:00 200 236 436 09:45-10:00 32 34 66 04:00-04:15 5 8 13 10:00-10:15 180 252 432 04:00-04:15 210 216 426 10:00-10:15 32 32 64 04:15-04:30 9 13 22 10:15-10:30 191 232 423 04:15-04:30 202 204 406 10:15-10:30 21 20 41 04:30-04:45 17 11 28 10:30-10:45 195 231 426 04:30-04:45 113 224 337 10:30-10:45 19 15 34 04:45-05:00 19 29 48 10:45-11:00 212 245 457 04:45-05:00 100 203 303 10:45-11:00 15 27 42 05:00-05:15 16 22 38 11:00-11:15 195 240 435 05:00-05:15 159 189 348 11:00-11:15 17 22 39 05:15-05:30 14 23 37 11:15-11:30 197 238 435 05:15-05:30 195 179 374 11:15-11:30 11 9 20 05:30-05:45 37 47 84 11:30-11:45 44 248 292 05:30-05:45 173 176 349 11:30-11:45 18 14 32 05:45-06:00 24 49 73 11:45-12:00 200 248 448 05:45-06:00 152 164 316 11:45-12:00 12 16 28 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM AM-PEAK HR VOLUME 624 998 1622 PM-PEAK HR VOLUME 819 913 1732 AM-K FACTOR(%) 7.43 PM-K FACTOR(%) 7.94 AM-D(%) 38.47 61.53 100.00 PM-D(%) 47.29 52.71 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 624 1016 PM-PEAK HR VOLUME 819 953 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:30 AM to 11:30 AM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 799 954 1753 PM-PEAK HR VOLUME 791 1017 1808 AM-K FACTOR(%) 8.03 PM-K FACTOR(%) 8.28 AM-D(%) 45.58 54.42 100.00 PM-D(%) 43.75 56.25 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,575 5,122 8,697 PEAK HR TIME 11:45 AM to 12:45 PM AM 12-HR PERIOD(00:00-12:00) 3,787 5,445 9,232 PEAK HR VOLUME 793 1023 1816 PM 6-HR PERIOD(12:00-18:00) 4,338 5,408 9,746 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,718 6,877 12,595 PEAK HR TIME 10:30 AM to 11:30 AM 11:45 AM to 12:45 PM 24 HOUR PERIOD 9,505 12,322 21,827 PEAK HR VOLUME 799 1023 D(%) 43.55 56.45 100.00 Run Date: 2017/08/08 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 02/23/2016 12:00-12:15 16 7 23 06:00-06:15 41 57 98 12:00-12:15 203 223 426 06:00-06:15 161 161 322 12:15-12:30 7 16 23 06:15-06:30 55 90 145 12:15-12:30 155 237 392 06:15-06:30 153 151 304 12:30-12:45 10 6 16 06:30-06:45 76 144 220 12:30-12:45 192 221 413 06:30-06:45 162 152 314 12:45-01:00 6 4 10 06:45-07:00 96 173 269 12:45-01:00 213 249 462 06:45-07:00 136 121 257 01:00-01:15 14 6 20 07:00-07:15 114 188 302 01:00-01:15 198 244 442 07:00-07:15 98 98 196 01:15-01:30 6 10 16 07:15-07:30 144 250 394 01:15-01:30 178 232 410 07:15-07:30 88 81 169 01:30-01:45 3 5 8 07:30-07:45 177 290 467 01:30-01:45 202 230 432 07:30-07:45 71 100 171 01:45-02:00 4 12 16 07:45-08:00 166 249 415 01:45-02:00 186 232 418 07:45-08:00 73 68 141 02:00-02:15 4 6 10 08:00-08:15 165 240 405 02:00-02:15 200 249 449 08:00-08:15 65 68 133 02:15-02:30 2 3 5 08:15-08:30 160 222 382 02:15-02:30 181 222 403 08:15-08:30 73 66 139 02:30-02:45 3 7 10 08:30-08:45 151 226 377 02:30-02:45 172 224 396 08:30-08:45 66 67 133 02:45-03:00 2 8 10 08:45-09:00 200 242 442 02:45-03:00 192 258 450 08:45-09:00 63 58 121 03:00-03:15 6 10 16 09:00-09:15 196 206 402 03:00-03:15 197 223 420 09:00-09:15 44 47 91 03:15-03:30 5 15 20 09:15-09:30 189 227 416 03:15-03:30 191 231 422 09:15-09:30 51 48 99 03:30-03:45 5 13 18 09:30-09:45 202 257 459 03:30-03:45 213 209 422 09:30-09:45 38 42 80 03:45-04:00 10 12 22 09:45-10:00 183 202 385 03:45-04:00 206 243 449 09:45-10:00 28 46 74 04:00-04:15 3 11 14 10:00-10:15 181 228 409 04:00-04:15 202 198 400 10:00-10:15 27 35 62 04:15-04:30 7 15 22 10:15-10:30 228 218 446 04:15-04:30 181 200 381 10:15-10:30 32 20 52 04:30-04:45 12 16 28 10:30-10:45 195 245 440 04:30-04:45 94 242 336 10:30-10:45 26 24 50 04:45-05:00 15 27 42 10:45-11:00 194 235 429 04:45-05:00 152 196 348 10:45-11:00 11 31 42 05:00-05:15 13 29 42 11:00-11:15 196 252 448 05:00-05:15 207 205 412 11:00-11:15 19 19 38 05:15-05:30 20 23 43 11:15-11:30 207 221 428 05:15-05:30 196 186 382 11:15-11:30 17 20 37 05:30-05:45 21 43 64 11:30-11:45 169 240 409 05:30-05:45 183 155 338 11:30-11:45 18 16 34 05:45-06:00 34 51 85 11:45-12:00 197 229 426 05:45-06:00 148 151 299 11:45-12:00 11 8 19 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 652 1029 1681 PM-PEAK HR VOLUME 807 906 1713 AM-K FACTOR(%) 7.51 PM-K FACTOR(%) 7.66 AM-D(%) 38.79 61.21 100.00 PM-D(%) 47.11 52.89 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 676 1029 PM-PEAK HR VOLUME 812 906 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:15AM to 11:15AM PM-PEAK HR TIME 12:45 PM to 01:45 PM AM-PEAK HR VOLUME 813 950 1763 PM-PEAK HR VOLUME 791 955 1746 AM-K FACTOR(%) 7.88 PM-K FACTOR(%) 7.80 AM-D(%) 46.11 53.89 100.00 PM-D(%) 45.30 54.70 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,882 5,131 9,013 PEAK HR TIME 10:15AM to 11:15AM AM 12-HR PERIOD(00:00-12:00) 4,110 5,486 9,596 PEAK HR VOLUME 813 950 1763 PM 6-HR PERIOD(12:00-18:00) 4,442 5,260 9,702 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,973 6,807 12,780 PEAK HR TIME 10:15AM to 11:15 AM 12:45 PM to 01:45 PM 24 HOUR PERIOD 10,083 12,293 22,376 PEAK HR VOLUME 813 955 D(%) 45.06 54.94 100.00 Run Date: 2017/08/08 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 02/24/2016 12:00-12:15 14 10 24 06:00-06:15 47 60 107 12:00-12:15 209 261 470 06:00-06:15 148 156 304 12:15-12:30 6 16 22 06:15-06:30 45 87 132 12:15-12:30 197 249 446 06:15-06:30 150 137 287 12:30-12:45 13 6 19 06:30-06:45 77 140 217 12:30-12:45 185 250 435 06:30-06:45 114 132 246 12:45-01:00 2 18 20 06:45-07:00 83 152 235 12:45-01:00 185 261 446 06:45-07:00 105 130 235 01:00-01:15 8 8 16 07:00-07:15 125 196 321 01:00-01:15 168 241 409 07:00-07:15 114 96 210 01:15-01:30 7 11 18 07:15-07:30 150 267 417 01:15-01:30 202 225 427 07:15-07:30 99 90 189 01:30-01:45 3 6 9 07:30-07:45 184 249 433 01:30-01:45 201 238 439 07:30-07:45 97 85 182 01:45-02:00 1 9 10 07:45-08:00 177 265 442 01:45-02:00 201 234 435 07:45-08:00 74 82 156 02:00-02:15 2 3 5 08:00-08:15 151 244 395 02:00-02:15 184 224 408 08:00-08:15 63 73 136 02:15-02:30 11 11 22 08:15-08:30 161 231 392 02:15-02:30 187 200 387 08:15-08:30 63 68 131 02:30-02:45 6 6 12 08:30-08:45 173 233 406 02:30-02:45 199 218 417 08:30-08:45 75 50 125 02:45-03:00 3 8 11 08:45-09:00 179 228 407 02:45-03:00 177 209 386 08:45-09:00 40 54 94 03:00-03:15 5 9 14 09:00-09:15 163 224 387 03:00-03:15 206 224 430 09:00-09:15 58 52 110 03:15-03:30 6 8 14 09:15-09:30 187 207 394 03:15-03:30 193 215 408 09:15-09:30 40 34 74 03:30-03:45 3 15 18 09:30-09:45 155 224 379 03:30-03:45 210 228 438 09:30-09:45 30 38 68 03:45-04:00 8 12 20 09:45-10:00 198 231 429 03:45-04:00 182 244 426 09:45-10:00 22 31 53 04:00-04:15 7 12 19 10:00-10:15 179 223 402 04:00-04:15 186 209 395 10:00-10:15 30 43 73 04:15-04:30 6 20 26 10:15-10:30 201 224 425 04:15-04:30 209 204 413 10:15-10:30 31 26 57 04:30-04:45 13 19 32 10:30-10:45 194 241 435 04:30-04:45 105 219 324 10:30-10:45 23 19 42 04:45-05:00 21 22 43 10:45-11:00 172 234 406 04:45-05:00 60 238 298 10:45-11:00 11 17 28 05:00-05:15 13 26 39 11:00-11:15 199 231 430 05:00-05:15 186 167 353 11:00-11:15 14 23 37 05:15-05:30 25 24 49 11:15-11:30 204 212 416 05:15-05:30 183 171 354 11:15-11:30 23 21 44 05:30-05:45 37 42 79 11:30-11:45 214 245 459 05:30-05:45 168 159 327 11:30-11:45 13 18 31 05:45-06:00 26 71 97 11:45-12:00 184 197 381 05:45-06:00 187 161 348 11:45-12:00 11 22 33 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 662 1025 1687 PM-PEAK HR VOLUME 791 911 1702 AM-K FACTOR(%) 7.65 PM-K FACTOR(%) 7.72 AM-D(%) 39.24 60.76 100.00 PM-D(%) 46.47 53.53 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 673 1025 PM-PEAK HR VOLUME 791 911 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:45 AM to 11:45 AM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 789 922 1711 PM-PEAK HR VOLUME 776 1021 1797 AM-K FACTOR(%) 7.76 PM-K FACTOR(%) 8.15 AM-D(%) 46.11 53.89 100.00 PM-D(%) 43.18 56.82 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,802 5,045 8,847 PEAK HR TIME 12:00 PM to 01:00 PM AM 12-HR PERIOD(00:00-12:00) 4,048 5,437 9,485 PEAK HR VOLUME 776 1021 1797 PM 6-HR PERIOD(12:00-18:00) 4,370 5,249 9,619 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,818 6,746 12,564 PEAK HR TIME 11:15 AM to 12:15 PM 12:00 PM to 01:00 PM 24 HOUR PERIOD 9,866 12,183 22,049 PEAK HR VOLUME 811 1021 D(%) 44.75 55.25 100.00 Run Date: 2017/08/08 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 02/25/2016 12:00-12:15 6 11 17 06:00-06:15 38 66 104 12:00-12:15 193 242 435 06:00-06:15 163 154 317 12:15-12:30 7 4 11 06:15-06:30 60 74 134 12:15-12:30 206 239 445 06:15-06:30 137 125 262 12:30-12:45 13 9 22 06:30-06:45 85 131 216 12:30-12:45 190 255 445 06:30-06:45 129 132 261 12:45-01:00 3 13 16 06:45-07:00 82 167 249 12:45-01:00 193 247 440 06:45-07:00 130 128 258 01:00-01:15 8 8 16 07:00-07:15 116 200 316 01:00-01:15 208 271 479 07:00-07:15 103 101 204 01:15-01:30 8 14 22 07:15-07:30 133 239 372 01:15-01:30 184 227 411 07:15-07:30 93 82 175 01:30-01:45 8 8 16 07:30-07:45 181 273 454 01:30-01:45 187 235 422 07:30-07:45 79 111 190 01:45-02:00 5 5 10 07:45-08:00 174 244 418 01:45-02:00 166 234 400 07:45-08:00 82 81 163 02:00-02:15 7 8 15 08:00-08:15 167 254 421 02:00-02:15 184 246 430 08:00-08:15 72 97 169 02:15-02:30 3 8 11 08:15-08:30 165 226 391 02:15-02:30 158 254 412 08:15-08:30 60 80 140 02:30-02:45 2 6 8 08:30-08:45 163 203 366 02:30-02:45 208 217 425 08:30-08:45 59 63 122 02:45-03:00 7 1 8 08:45-09:00 155 227 382 02:45-03:00 194 251 445 08:45-09:00 47 50 97 03:00-03:15 6 7 13 09:00-09:15 191 221 412 03:00-03:15 208 231 439 09:00-09:15 58 64 122 03:15-03:30 6 10 16 09:15-09:30 194 221 415 03:15-03:30 126 250 376 09:15-09:30 59 42 101 03:30-03:45 6 8 14 09:30-09:45 199 213 412 03:30-03:45 163 226 389 09:30-09:45 50 41 91 03:45-04:00 5 15 20 09:45-10:00 183 240 423 03:45-04:00 191 228 419 09:45-10:00 33 40 73 04:00-04:15 5 5 10 10:00-10:15 183 249 432 04:00-04:15 214 229 443 10:00-10:15 40 45 85 04:15-04:30 5 13 18 10:15-10:30 184 220 404 04:15-04:30 153 217 370 10:15-10:30 24 32 56 04:30-04:45 10 20 30 10:30-10:45 139 236 375 04:30-04:45 130 228 358 10:30-10:45 19 19 38 04:45-05:00 16 17 33 10:45-11:00 186 231 417 04:45-05:00 26 214 240 10:45-11:00 21 22 43 05:00-05:15 11 15 26 11:00-11:15 179 223 402 05:00-05:15 86 191 277 11:00-11:15 17 11 28 05:15-05:30 21 24 45 11:15-11:30 121 222 343 05:15-05:30 213 196 409 11:15-11:30 12 16 28 05:30-05:45 27 39 66 11:30-11:45 200 230 430 05:30-05:45 173 184 357 11:30-11:45 22 16 38 05:45-06:00 41 60 101 11:45-12:00 194 254 448 05:45-06:00 157 173 330 11:45-12:00 13 14 27 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 687 997 1684 PM-PEAK HR VOLUME 694 933 1627 AM-K FACTOR(%) 7.66 PM-K FACTOR(%) 7.40 AM-D(%) 40.80 59.20 100.00 PM-D(%) 42.66 57.34 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 687 1010 PM-PEAK HR VOLUME 721 935 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM PM-PEAK HR TIME 12:15 PM to 01:15 PM AM-PEAK HR VOLUME 687 997 1684 PM-PEAK HR VOLUME 797 1012 1809 AM-K FACTOR(%) 7.66 PM-K FACTOR(%) 8.23 AM-D(%) 40.80 59.20 100.00 PM-D(%) 44.06 55.94 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,672 5,064 8,736 PEAK HR TIME 12:15 PM to 01:15 PM AM 12-HR PERIOD(00:00-12:00) 3,908 5,392 9,300 PEAK HR VOLUME 797 1012 1809 PM 6-HR PERIOD(12:00-18:00) 4,111 5,485 9,596 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,633 7,051 12,684 PEAK HR TIME 12:15 PM to 01:15 PM 12:15 PM to 01:15 PM 24 HOUR PERIOD 9,541 12,443 21,984 PEAK HR VOLUME 797 1012 D(%) 43.40 56.60 100.00 Run Date: 2017/08/08 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 02/26/2016 12:00-12:15 11 11 22 06:00-06:15 47 56 103 12:00-12:15 203 230 433 06:00-06:15 161 161 322 12:15-12:30 7 13 20 06:15-06:30 52 85 137 12:15-12:30 195 233 428 06:15-06:30 153 178 331 12:30-12:45 9 9 18 06:30-06:45 85 138 223 12:30-12:45 196 228 424 06:30-06:45 152 191 343 12:45-01:00 6 12 18 06:45-07:00 95 155 250 12:45-01:00 206 254 460 06:45-07:00 134 174 308 01:00-01:15 8 10 18 07:00-07:15 128 194 322 01:00-01:15 170 245 415 07:00-07:15 124 128 252 01:15-01:30 12 12 24 07:15-07:30 168 253 421 01:15-01:30 210 237 447 07:15-07:30 118 149 267 01:30-01:45 4 7 11 07:30-07:45 165 293 458 01:30-01:45 202 241 443 07:30-07:45 87 110 197 01:45-02:00 2 5 7 07:45-08:00 161 250 411 01:45-02:00 185 242 427 07:45-08:00 90 124 214 02:00-02:15 4 8 12 08:00-08:15 167 234 401 02:00-02:15 160 236 396 08:00-08:15 90 128 218 02:15-02:30 6 9 15 08:15-08:30 164 202 366 02:15-02:30 145 248 393 08:15-08:30 85 84 169 02:30-02:45 6 6 12 08:30-08:45 149 253 402 02:30-02:45 181 228 409 08:30-08:45 66 76 142 02:45-03:00 10 7 17 08:45-09:00 204 216 420 02:45-03:00 91 226 317 08:45-09:00 73 71 144 03:00-03:15 5 12 17 09:00-09:15 177 212 389 03:00-03:15 166 250 416 09:00-09:15 78 64 142 03:15-03:30 3 11 14 09:15-09:30 154 234 388 03:15-03:30 208 254 462 09:15-09:30 76 45 121 03:30-03:45 5 7 12 09:30-09:45 175 250 425 03:30-03:45 152 248 400 09:30-09:45 63 52 115 03:45-04:00 6 11 17 09:45-10:00 156 233 389 03:45-04:00 192 251 443 09:45-10:00 45 53 98 04:00-04:15 5 9 14 10:00-10:15 177 212 389 04:00-04:15 203 259 462 10:00-10:15 62 33 95 04:15-04:30 10 18 28 10:15-10:30 211 240 451 04:15-04:30 181 246 427 10:15-10:30 40 47 87 04:30-04:45 10 14 24 10:30-10:45 184 212 396 04:30-04:45 64 245 309 10:30-10:45 42 27 69 04:45-05:00 18 23 41 10:45-11:00 196 238 434 04:45-05:00 37 236 273 10:45-11:00 25 34 59 05:00-05:15 14 24 38 11:00-11:15 216 230 446 05:00-05:15 134 209 343 11:00-11:15 32 35 67 05:15-05:30 20 25 45 11:15-11:30 210 244 454 05:15-05:30 192 209 401 11:15-11:30 16 37 53 05:30-05:45 32 56 88 11:30-11:45 149 252 401 05:30-05:45 173 192 365 11:30-11:45 30 21 51 05:45-06:00 38 57 95 11:45-12:00 187 212 399 05:45-06:00 195 186 381 11:45-12:00 17 21 38 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 661 1030 1691 PM-PEAK HR VOLUME 755 1012 1767 AM-K FACTOR(%) 7.33 PM-K FACTOR(%) 7.66 AM-D(%) 39.09 60.91 100.00 PM-D(%) 42.73 57.27 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 684 1030 PM-PEAK HR VOLUME 755 1012 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:45 AM to 11:45 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 771 964 1735 PM-PEAK HR VOLUME 755 1012 1767 AM-K FACTOR(%) 7.52 PM-K FACTOR(%) 7.66 AM-D(%) 44.44 55.56 100.00 PM-D(%) 42.73 57.27 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,777 5,098 8,875 PEAK HR TIME 12:45 PM to 01:45 PM AM 12-HR PERIOD(00:00-12:00) 4,028 5,474 9,502 PEAK HR VOLUME 788 977 1765 PM 6-HR PERIOD(12:00-18:00) 4,041 5,633 9,674 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,900 7,676 13,576 PEAK HR TIME 10:15 AM to 11:15 AM 12:45 PM to 01:45 PM 24 HOUR PERIOD 9,928 13,150 23,078 PEAK HR VOLUME 807 977 D(%) 43.02 56.98 100.00 Run Date: 2017/08/08 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 02/27/2016 12:00-12:15 9 18 27 06:00-06:15 32 52 84 12:00-12:15 159 186 345 06:00-06:15 124 112 236 12:15-12:30 14 16 30 06:15-06:30 41 64 105 12:15-12:30 151 196 347 06:15-06:30 109 99 208 12:30-12:45 14 14 28 06:30-06:45 53 70 123 12:30-12:45 161 173 334 06:30-06:45 81 108 189 12:45-01:00 9 7 16 06:45-07:00 63 95 158 12:45-01:00 148 173 321 06:45-07:00 81 91 172 01:00-01:15 10 17 27 07:00-07:15 65 87 152 01:00-01:15 132 193 325 07:00-07:15 79 89 168 01:15-01:30 9 11 20 07:15-07:30 82 107 189 01:15-01:30 154 152 306 07:15-07:30 75 66 141 01:30-01:45 18 11 29 07:30-07:45 75 116 191 01:30-01:45 151 169 320 07:30-07:45 67 74 141 01:45-02:00 17 14 31 07:45-08:00 116 134 250 01:45-02:00 139 178 317 07:45-08:00 81 75 156 02:00-02:15 15 9 24 08:00-08:15 110 136 246 02:00-02:15 142 173 315 08:00-08:15 78 83 161 02:15-02:30 6 7 13 08:15-08:30 97 133 230 02:15-02:30 144 150 294 08:15-08:30 69 64 133 02:30-02:45 4 9 13 08:30-08:45 90 157 247 02:30-02:45 135 163 298 08:30-08:45 52 69 121 02:45-03:00 5 11 16 08:45-09:00 123 164 287 02:45-03:00 138 146 284 08:45-09:00 66 51 117 03:00-03:15 4 8 12 09:00-09:15 133 181 314 03:00-03:15 138 138 276 09:00-09:15 65 51 116 03:15-03:30 4 9 13 09:15-09:30 128 201 329 03:15-03:30 120 132 252 09:15-09:30 89 64 153 03:30-03:45 8 14 22 09:30-09:45 132 225 357 03:30-03:45 130 149 279 09:30-09:45 77 50 127 03:45-04:00 5 14 19 09:45-10:00 171 208 379 03:45-04:00 132 152 284 09:45-10:00 60 49 109 04:00-04:15 3 18 21 10:00-10:15 153 211 364 04:00-04:15 124 163 287 10:00-10:15 58 41 99 04:15-04:30 10 7 17 10:15-10:30 187 211 398 04:15-04:30 131 143 274 10:15-10:30 35 47 82 04:30-04:45 16 20 36 10:30-10:45 174 212 386 04:30-04:45 128 148 276 10:30-10:45 23 31 54 04:45-05:00 13 26 39 10:45-11:00 176 204 380 04:45-05:00 131 147 278 10:45-11:00 16 26 42 05:00-05:15 19 22 41 11:00-11:15 181 215 396 05:00-05:15 117 143 260 11:00-11:15 19 22 41 05:15-05:30 12 22 34 11:15-11:30 185 193 378 05:15-05:30 104 133 237 11:15-11:30 37 16 53 05:30-05:45 16 27 43 11:30-11:45 163 208 371 05:30-05:45 120 139 259 11:30-11:45 21 19 40 05:45-06:00 22 48 70 11:45-12:00 158 202 360 05:45-06:00 104 145 249 11:45-12:00 14 18 32 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM AM-PEAK HR VOLUME 420 590 1010 PM-PEAK HR VOLUME 517 607 1124 AM-K FACTOR(%) 5.86 PM-K FACTOR(%) 6.53 AM-D(%) 41.58 58.42 100.00 PM-D(%) 46.00 54.00 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM 03:30 PM to 04:30 PM AM-PEAK HR VOLUME 420 590 PM-PEAK HR VOLUME 520 607 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:15 AM to 11:15 AM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 718 842 1560 PM-PEAK HR VOLUME 619 728 1347 AM-K FACTOR(%) 9.06 PM-K FACTOR(%) 7.82 AM-D(%) 46.03 53.97 100.00 PM-D(%) 45.95 54.05 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 2,888 3,786 6,674 PEAK HR TIME 10:15 AM to 11:15 AM AM 12-HR PERIOD(00:00-12:00) 3,150 4,165 7,315 PEAK HR VOLUME 718 842 1560 PM 6-HR PERIOD(12:00-18:00) 3,233 3,784 7,017 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 4,709 5,199 9,908 PEAK HR TIME 10:15 AM to 11:15 AM 09:30 AM to 10:30 AM 24 HOUR PERIOD 7,859 9,364 17,223 PEAK HR VOLUME 718 855 D(%) 45.63 54.37 100.00 Run Date: 2017/08/08 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 02/28/2016 12:00-12:15 14 16 30 06:00-06:15 26 33 59 12:00-12:15 103 155 258 06:00-06:15 84 91 175 12:15-12:30 21 13 34 06:15-06:30 18 24 42 12:15-12:30 122 131 253 06:15-06:30 79 95 174 12:30-12:45 12 23 35 06:30-06:45 33 40 73 12:30-12:45 104 129 233 06:30-06:45 71 95 166 12:45-01:00 12 14 26 06:45-07:00 35 54 89 12:45-01:00 100 139 239 06:45-07:00 77 99 176 01:00-01:15 15 12 27 07:00-07:15 37 54 91 01:00-01:15 97 149 246 07:00-07:15 69 80 149 01:15-01:30 9 12 21 07:15-07:30 51 59 110 01:15-01:30 111 136 247 07:15-07:30 86 87 173 01:30-01:45 13 13 26 07:30-07:45 64 55 119 01:30-01:45 91 106 197 07:30-07:45 61 69 130 01:45-02:00 6 10 16 07:45-08:00 70 74 144 01:45-02:00 83 119 202 07:45-08:00 54 53 107 02:00-02:15 7 6 13 08:00-08:15 62 83 145 02:00-02:15 102 118 220 08:00-08:15 54 62 116 02:15-02:30 1 8 9 08:15-08:30 81 90 171 02:15-02:30 99 106 205 08:15-08:30 44 45 89 02:30-02:45 4 4 8 08:30-08:45 105 137 242 02:30-02:45 104 112 216 08:30-08:45 47 42 89 02:45-03:00 4 12 16 08:45-09:00 82 103 185 02:45-03:00 83 106 189 08:45-09:00 39 49 88 03:00-03:15 2 7 9 09:00-09:15 90 103 193 03:00-03:15 82 135 217 09:00-09:15 37 40 77 03:15-03:30 3 6 9 09:15-09:30 84 123 207 03:15-03:30 109 97 206 09:15-09:30 43 55 98 • 03:30-03:45 5 10 15 09:30-09:45 95 110 205 03:30-03:45 90 115 205 09:30-09:45 29 36 65 03:45-04:00 8 15 23 09:45-10:00 92 135 227 03:45-04:00 100 112 212 09:45-10:00 25 28 53 04:00-04:15 4 6 10 10:00-10:15 98 117 215 04:00-04:15 111 99 210 10:00-10:15 30 36 66 04:15-04:30 9 5 14 10:15-10:30 117 116 233 04:15-04:30 96 114 210 10:15-10:30 21 32 53 04:30-04:45 4 6 10 10:30-10:45 117 125 242 04:30-04:45 92 120 212 10:30-10:45 16 28 44 04:45-05:00 6 18 24 10:45-11:00 111 130 241 04:45-05:00 80 102 182 10:45-11:00 14 20 34 05:00-05:15 9 6 15 11:00-11:15 96 151 247 05:00-05:15 106 111 217 11:00-11:15 11 18 29 05:15-05:30 6 14 20 11:15-11:30 111 151 262 05:15-05:30 97 92 189 11:15-11:30 19 16 35 05:30-05:45 16 15 31 11:30-11:45 92 147 239 05:30-05:45 74 114 188 11:30-11:45 11 11 22 05:45-06:00 16 20 36 11:45-12:00 141 144 285 05:45-06:00 81 107 188 11:45-12:00 7 7 14 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:45 PM to 04:45 PM AM-PEAK HR VOLUME 330 413 743 PM-PEAK HR VOLUME 399 445 844 AM-K FACTOR(%) 6.14 PM-K FACTOR(%) 6.97 AM-D(%) 44.41 55.59 100.00 PM-D(%) 47.27 52.73 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 330 413 PM-PEAK HR VOLUME 410 459 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 11:00 AM to 12:00 PM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 440 593 1033 PM-PEAK HR VOLUME 429 554 983 AM-K FACTOR(%) 8.53 PM-K FACTOR(%) 8.12 AM-D(%) 42.59 57.41 100.00 PM-D(%) 43.64 56.36 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 1,908 2,358 4,266 PEAK HR TIME 11:15 AM to 12:15 PM AM 12-HR PERIOD(00:00-12:00) 2,114 2,629 4,743 PEAK HR VOLUME 447 597 1044 PM 6-HR PERIOD(12:00-18:00) 2,317 2,824 5,141 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 3,345 4,018 7,363 PEAK HR TIME 11:45 AM to 12:45 PM 11:15 AM to 12:15 PM 24 HOUR PERIOD 5,459 6,647 12,106 PEAK HR VOLUME 470 597 D(%) 45.09 54.91 100.00 Run Date: 2017/08/08 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 02/29/2016 12:00-12:15 11 4 15 06:00-06:15 39 54 93 12:00-12:15 205 259 464 06:00-06:15 144 142 286 12:15-12:30 11 10 21 06:15-06:30 50 71 121 12:15-12:30 169 247 416 06:15-06:30 148 131 279 12:30-12:45 8 7 15 06:30-06:45 73 130 203 12:30-12:45 179 217 396 06:30-06:45 116 122 238 12:45-01:00 2 8 10 06:45-07:00 88 164 252 12:45-01:00 184 222 406 06:45-07:00 94 125 219 01:00-01:15 9 5 14 07:00-07:15 108 175 283 01:00-01:15 198 257 455 07:00-07:15 104 108 212 01:15-01:30 3 10 13 07:15-07:30 156 233 389 01:15-01:30 197 217 414 07:15-07:30 85 99 184 01:30-01:45 11 5 16 07:30-07:45 175 277 452 01:30-01:45 205 264 469 07:30-07:45 56 87 143 01:45-02:00 4 8 12 07:45-08:00 152 264 416 01:45-02:00 202 237 439 07:45-08:00 61 72 133 02:00-02:15 3 7 10 08:00-08:15 152 232 384 02:00-02:15 196 235 431 08:00-08:15 83 86 169 02:15-02:30 4 5 9 08:15-08:30 144 190 334 02:15-02:30 204 258 462 08:15-08:30 68 70 138 02:30-02:45 4 5 9 08:30-08:45 158 220 378 02:30-02:45 195 244 439 08:30-08:45 68 66 134 02:45-03:00 2 8 10 08:45-09:00 166 226 392 02:45-03:00 195 248 443 08:45-09:00 58 58 116 03:00-03:15 8 10 18 09:00-09:15 205 220 425 03:00-03:15 198 209 407 09:00-09:15 40 52 92 03:15-03:30 5 11 16 09:15-09:30 156 224 380 03:15-03:30 164 212 376 09:15-09:30 58 48 106 03:30-03:45 6 9 15 09:30-09:45 209 210 419 03:30-03:45 212 221 433 09:30-09:45 40 33 73 03:45-04:00 5 9 14 09:45-10:00 198 221 419 03:45-04:00 164 259 423 09:45-10:00 34 27 61 04:00-04:15 2 6 8 10:00-10:15 189 227 416 04:00-04:15 203 200 403 10:00-10:15 23 33 56 04:15-04:30 9 12 21 10:15-10:30 175 254 429 04:15-04:30 215 227 442 10:15-10:30 27 34 61 04:30-04:45 7 17 24 10:30-10:45 205 251 456 04:30-04:45 93 212 305 10:30-10:45 17 24 41 04:45-05:00 20 24 44 10:45-11:00 196 248 444 04:45-05:00 159 231 390 10:45-11:00 28 19 47 05:00-05:15 10 23 33 11:00-11:15 189 245 434 05:00-05:15 197 176 373 11:00-11:15 17 21 38 05:15-05:30 15 36 51 11:15-11:30 199 213 412 05:15-05:30 182 168 350 11:15-11:30 12 17 29 05:30-05:45 32 42 74 11:30-11:45 200 219 419 05:30-05:45 157 157 314 11:30-11:45 10 16 26 05:45-06:00 36 52 88 11:45-12:00 211 238 449 05:45-06:00 148 155 303 11:45-12:00 19 15 34 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM AM-PEAK HR VOLUME 635 1006 1641 PM-PEAK HR VOLUME 794 907 1701 AM-K FACTOR(%) 7.45 PM-K FACTOR(%) 7.72 AM-D(%) 38.70 61.30 100.00 PM-D(%) 46.68 53.32 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM 03:30 PM to 04:30 PM AM-PEAK HR VOLUME 635 1006 PM-PEAK HR VOLUME 794 907 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:15 AM to 11:15 AM PM-PEAK HR TIME 01:30 PM to 02:30 PM AM-PEAK HR VOLUME 765 998 1763 PM-PEAK HR VOLUME 807 994 1801 AM-K FACTOR(%) 8.00 PM-K FACTOR(%) 8.18 AM-D(%) 43.39 56.61 100.00 PM-D(%) 44.81 55.19 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,793 5,006 8,799 PEAK HR TIME 01:30 PM to 02:30 PM AM 12-HR PERIOD(00:00-12:00) 4,020 5,339 9,359 PEAK HR VOLUME 807 994 1801 PM 6-HR PERIOD(12:00-18:00) 4,421 5,332 9,753 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,831 6,837 12,668 PEAK HR TIME 11:15 AM to 12:15 PM 10:15 AM to 11:15 AM 24 HOUR PERIOD 9,851 12,176 22,027 PEAK HR VOLUME 815 998 D(%) 44.72 55.28 100.00 Run Date: 2017/08/08 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 03/01/2016 12:00-12:15 7 8 15 06:00-06:15 45 60 105 12:00-12:15 200 220 420 06:00-06:15 165 145 310 12:15-12:30 8 14 22 06:15-06:30 44 94 138 12:15-12:30 203 231 434 06:15-06:30 156 149 305 12:30-12:45 9 6 15 06:30-06:45 63 107 170 12:30-12:45 197 234 431 06:30-06:45 132 147 279 12:45-01:00 5 7 12 06:45-07:00 74 146 220 12:45-01:00 186 237 423 06:45-07:00 135 124 259 01:00-01:15 2 4 6 07:00-07:15 128 201 329 01:00-01:15 185 229 414 07:00-07:15 90 102 192 01:15-01:30 9 13 22 07:15-07:30 129 257 386 01:15-01:30 182 209 391 07:15-07:30 83 94 177 01:30-01:45 7 15 22 07:30-07:45 186 285 471 01:30-01:45 170 231 401 07:30-07:45 71 72 143 01:45-02:00 9 4 13 07:45-08:00 163 253 416 01:45-02:00 186 228 414 07:45-08:00 82 80 162 02:00-02:15 2 4 6 08:00-08:15 163 225 388 02:00-02:15 177 224 401 08:00-08:15 51 86 137 02:15-02:30 5 4 9 08:15-08:30 133 211 344 02:15-02:30 157 217 374 08:15-08:30 61 77 138 02:30-02:45 6 4 10 08:30-08:45 165 201 366 02:30-02:45 189 237 426 08:30-08:45 67 55 122 02:45-03:00 3 5 8 08:45-09:00 163 235 398 02:45-03:00 204 235 439 08:45-09:00 57 59 116 03:00-03:15 4 7 11 09:00-09:15 177 209 386 03:00-03:15 198 206 404 09:00-09:15 65 60 125 03:15-03:30 9 14 23 09:15-09:30 178 197 375 03:15-03:30 179 210 389 09:15-09:30 37 43 80 03:30-03:45 3 12 15 09:30-09:45 170 228 398 03:30-03:45 138 230 368 09:30-09:45 51 31 82 03:45-04:00 8 10 18 09:45-10:00 161 234 395 03:45-04:00 199 218 417 09:45-10:00 26 21 47 04:00-04:15 8 16 24 10:00-10:15 211 210 421 04:00-04:15 194 217 411 10:00-10:15 25 31 56 04:15-04:30 5 16 21 10:15-10:30 195 232 427 04:15-04:30 184 214 398 10:15-10:30 20 27 47 04:30-04:45 9 13 22 10:30-10:45 192 228 420 04:30-04:45 130 227 357 10:30-10:45 27 22 49 04:45-05:00 11 21 32 10:45-11:00 201 233 434 04:45-05:00 165 204 369 10:45-11:00 19 18 37 05:00-05:15 17 20 37 11:00-11:15 179 245 424 05:00-05:15 214 176 390 11:00-11:15 10 16 26 05:15-05:30 12 26 38 11:15-11:30 191 231 422 05:15-05:30 164 179 343 11:15-11:30 11 18 29 05:30-05:45 36 40 76 11:30-11:45 187 229 416 05:30-05:45 145 162 307 11:30-11:45 13 22 35 05:45-06:00 37 56 93 11:45-12:00 200 210 410 05:45-06:00 153 146 299 11:45-12:00 10 13 23 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM AM-PEAK HR VOLUME 641 1020 1661 PM-PEAK HR VOLUME 715 879 1594 AM-K FACTOR(%) 7.68 PM-K FACTOR(%) 7.37 AM-D(%) 38.59 61.41 100.00 PM-D(%) 44.86 55.14 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM 03:30 PM to 04:30 PM AM-PEAK HR VOLUME 645 1020 PM-PEAK HR VOLUME 715 879 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:15 AM to 11:15AM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 767 938 1705 PM-PEAK HR VOLUME 786 922 1708 AM-K FACTOR(%) 7.88 PM-K FACTOR(%) 7.90 AM-D(%) 44.99 55.01 100.00 PM-D(%) 46.02 53.98 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,698 4,961 8,659 PEAK HR TIME 12:00 PM to 01:00 PM AM 12-HR PERIOD(00:00-12:00) 3,929 5,300 9,229 PEAK HR VOLUME 786 922 1708 PM 6-HR PERIOD(12:00-18:00) 4,299 5,121 9,420 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,763 6,633 12,396 PEAK HR TIME 11:45AM to 12:45 PM 10:15AM to 11:15AM 24 HOUR PERIOD 9,692 11,933 21,625 PEAK HR VOLUME 800 938 D(%) 44.82 55.18 100.00 Run Date: 2017/08/08 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 03/02/2016 12:00-12:15 17 14 31 06:00-06:15 53 81 134 12:00-12:15 212 249 461 06:00-06:15 129 127 256 12:15-12:30 6 8 14 06:15-06:30 62 104 166 12:15-12:30 191 219 410 06:15-06:30 140 140 280 12:30-12:45 5 8 13 06:30-06:45 64 114 178 12:30-12:45 209 229 438 06:30-06:45 99 128 227 12:45-01:00 4 8 12 06:45-07:00 74 144 218 12:45-01:00 175 241 416 06:45-07:00 87 112 199 01:00-01:15 4 6 10 07:00-07:15 116 184 300 01:00-01:15 156 209 365 07:00-07:15 110 99 209 01:15-01:30 14 10 24 07:15-07:30 142 251 393 01:15-01:30 211 257 468 07:15-07:30 90 85 175 01:30-01:45 5 11 16 07:30-07:45 180 290 470 01:30-01:45 204 224 428 07:30-07:45 71 79 150 01:45-02:00 3 7 10 07:45-08:00 169 257 426 01:45-02:00 211 235 446 07:45-08:00 62 89 151 02:00-02:15 2 8 10 08:00-08:15 166 252 418 02:00-02:15 170 223 393 08:00-08:15 58 93 151 02:15-02:30 3 4 7 08:15-08:30 150 226 376 02:15-02:30 205 226 431 08:15-08:30 63 79 142 02:30-02:45 7 14 21 08:30-08:45 168 199 367 02:30-02:45 179 222 401 08:30-08:45 46 63 109 02:45-03:00 2 9 11 08:45-09:00 168 201 369 02:45-03:00 199 231 430 08:45-09:00 46 59 105 03:00-03:15 4 7 11 09:00-09:15 164 229 393 03:00-03:15 182 204 386 09:00-09:15 41 46 87 03:15-03:30 4 16 20 09:15-09:30 172 206 378 03:15-03:30 216 222 438 09:15-09:30 43 45 88 03:30-03:45 7 13 20 09:30-09:45 175 217 392 03:30-03:45 169 220 389 09:30-09:45 40 43 83 03:45-04:00 4 19 23 09:45-10:00 182 228 410 03:45-04:00 160 231 391 09:45-10:00 30 36 66 04:00-04:15 3 12 15 10:00-10:15 192 214 406 04:00-04:15 214 230 444 10:00-10:15 32 42 74 04:15-04:30 2 13 15 10:15-10:30 186 232 418 04:15-04:30 186 212 398 10:15-10:30 26 36 62 04:30-04:45 13 12 25 10:30-10:45 190 217 407 04:30-04:45 144 219 363 10:30-10:45 29 36 65 04:45-05:00 12 21 33 10:45-11:00 194 221 415 04:45-05:00 171 216 387 10:45-11:00 18 20 38 05:00-05:15 16 28 44 11:00-11:15 173 238 411 05:00-05:15 197 176 373 11:00-11:15 8 18 26 05:15-05:30 20 32 52 11:15-11:30 159 208 367 05:15-05:30 177 192 369 11:15-11:30 11 12 23 05:30-05:45 30 52 82 11:30-11:45 202 222 424 05:30-05:45 178 171 349 11:30-11:45 8 15 23 05:45-06:00 35 62 97 11:45-12:00 179 251 430 05:45-06:00 144 131 275 11:45-12:00 17 16 33 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 657 1050 1707 PM-PEAK HR VOLUME 759 903 1662 AM-K FACTOR(%) 7.85 PM-K FACTOR(%) 7.64 AM-D(%) 38.49 61.51 100.00 PM-D(%) 45.67 54.33 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 665 1050 PM-PEAK HR VOLUME 759 903 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 01:15 PM to 02:15 PM AM-PEAK HR VOLUME 657 1050 1707 PM-PEAK HR VOLUME 796 939 1735 AM-K FACTOR(%) 7.85 PM-K FACTOR(%) 7.98 AM-D(%) 38.49 61.51 100.00 PM-D(%) 45.88 54.12 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,680 4,986 8,666 PEAK HR TIME 11:45 AM to 12:45 PM AM 12-HR PERIOD(00:00-12:00) 3,902 5,380 9,282 PEAK HR VOLUME 791 948 1739 PM 6-HR PERIOD(12:00-18:00) 4,460 5,189 9,649 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,764 6,707 12,471 PEAK HR TIME 01:15 PM to 02:15 PM 11:45 AM to 12:45 PM 24 HOUR PERIOD 9,666 12,087 21,753 PEAK HR VOLUME 796 948 D(%) 44.44 55.56 100.00 Run Date: 2017/08/08 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 03/03/2016 12:00-12:15 8 8 16 06:00-06:15 41 54 95 12:00-12:15 177 212 389 06:00-06:15 164 148 312 12:15-12:30 3 12 15 06:15-06:30 46 77 123 12:15-12:30 191 221 412 06:15-06:30 135 167 302 12:30-12:45 4 7 11 06:30-06:45 59 136 195 12:30-12:45 202 237 439 06:30-06:45 115 144 259 12:45-01:00 6 9 15 06:45-07:00 96 152 248 12:45-01:00 180 219 399 06:45-07:00 113 111 224 01:00-01:15 2 4 6 07:00-07:15 104 207 311 01:00-01:15 172 229 401 07:00-07:15 115 92 207 01:15-01:30 5 10 15 07:15-07:30 152 214 366 01:15-01:30 155 230 385 07:15-07:30 76 111 187 01:30-01:45 6 6 12 07:30-07:45 183 286 469 01:30-01:45 194 221 415 07:30-07:45 82 87 169 01:45-02:00 5 10 15 07:45-08:00 178 268 446 01:45-02:00 166 227 393 07:45-08:00 93 87 180 02:00-02:15 2 5 7 08:00-08:15 138 246 384 02:00-02:15 157 220 377 08:00-08:15 79 72 151 02:15-02:30 4 5 9 08:15-08:30 154 203 357 02:15-02:30 130 222 352 08:15-08:30 84 61 145 02:30-02:45 2 7 9 08:30-08:45 156 217 373 02:30-02:45 189 210 399 08:30-08:45 56 71 127 02:45-03:00 5 6 11 08:45-09:00 145 203 348 02:45-03:00 183 245 428 08:45-09:00 57 54 111 03:00-03:15 5 6 11 09:00-09:15 155 208 363 03:00-03:15 202 209 411 09:00-09:15 42 48 90 03:15-03:30 4 12 16 09:15-09:30 162 192 354 03:15-03:30 194 220 414 09:15-09:30 47 59 106 03:30-03:45 4 9 13 09:30-09:45 175 222 397 03:30-03:45 195 228 423 09:30-09:45 43 52 95 03:45-04:00 7 13 20 09:45-10:00 171 207 378 03:45-04:00 197 240 437 09:45-10:00 36 39 75 04:00-04:15 5 5 10 10:00-10:15 153 199 352 04:00-04:15 193 211 404 10:00-10:15 25 33 58 04:15-04:30 7 19 26 10:15-10:30 171 198 369 04:15-04:30 187 200 387 10:15-10:30 30 20 50 04:30-04:45 10 11 21 10:30-10:45 174 222 396 04:30-04:45 129 220 349 10:30-10:45 23 27 50 04:45-05:00 8 23 31 10:45-11:00 180 219 399 04:45-05:00 99 231 330 10:45-11:00 19 21 40 05:00-05:15 16 20 36 11:00-11:15 190 223 413 05:00-05:15 180 179 359 11:00-11:15 30 21 51 05:15-05:30 8 32 40 11:15-11:30 211 208 419 05:15-05:30 181 172 353 11:15-11:30 17 26 43 05:30-05:45 38 41 79 11:30-11:45 168 223 391 05:30-05:45 130 174 304 11:30-11:45 20 23 43 05:45-06:00 37 67 104 11:45-12:00 199 228 427 05:45-06:00 177 156 333 11:45-12:00 19 8 27 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 651 1014 1665 PM-PEAK HR VOLUME 788 897 1685 AM-K FACTOR(%) 7.81 PM-K FACTOR(%) 7.90 AM-D(%) 39.10 60.90 100.00 PM-D(%) 46.77 53.23 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 653 1014 PM-PEAK HR VOLUME 788 899 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 651 1014 1665 PM-PEAK HR VOLUME 788 897 1685 AM-K FACTOR(%) 7.81 PM-K FACTOR(%) 7.90 AM-D(%) 39.10 60.90 100.00 PM-D(%) 46.77 53.23 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,561 4,812 8,373 PEAK HR TIME 11:45 AM to 12:45 PM AM 12-HR PERIOD(00:00-12:00) 3,762 5,159 8,921 PEAK HR VOLUME 769 898 1667 PM 6-HR PERIOD(12:00-18:00) 4,160 5,133 9,293 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,680 6,715 12,395 PEAK HR TIME 11:45AM to 12:45 PM 12:30 PM to 01:30 PM 24 HOUR PERIOD 9,442 11,874 21,316 PEAK HR VOLUME 769 915 D(%) 44.30 55.70 100.00 Run Date: 2017/08/08 Hawaii Department of Transportation Highways Division Highways Planning Survey Section Vehicle Classification Data Summary 2016 Site ID: B71192000055 Route No: 1920 Date From: 2016/02/19 0:00 Town: Hawaii Direction: +MP Date To: 2016/03/03 23:45 Location: Kilauea Avenue: Aupuni St to Kilauea Ave Functional Classification: 16 URBAN:MINOR ARTERIAL REPORT TOTALS-336 HOURS RECORDED VOLUME % NUMBER OF AXLES Cycles 5256 1.89% 10513 PC 211423 76.02% 422846 2A-4T 51612 18.56% 103224 LIGHT VEHICLE TOTALS 268291 96.47% 536582 HEAVY VEHICLES Bus 432 0.16% 1080 SINGLE UNIT TRUCK 2A-6T 1038 0.37% 2076 3A-SU 3737 1.34% 11211 4A-SU 1871 0.67% 7484 SINGLE-TRAILER TRUCKS 4A-ST 172 0.06% 688 5A-ST 203 0.07% 1015 6A-ST 149 0.05% 894 MULTI-TRAILER TRUCKS 5A-MT 82 0.03% 410 6A-MT 892 0.32% 5352 7A-MT 1228 0.44% 8596 HEAVY VEHICLE TOTALS 9804 3.53% 38806 CLASSIFIED VEHICLES TOTALS 278095(A) 100.00% 575388 (B) UNCLASSIFIED VEHICLES TOTALS 14 0.01% AXLE CORRECTION ROADTUBE FACTOR(A/C)= 0.967 EQUIVALENT(B/2)= 287694 (C) %TOTAL HPMS PEAK HOUR PEAK PEAK 24 HOUR K-FACTOR VOLUME: 1808 HOUR HOUR TRUCK %OF (PEAK/AADT) TRUCK VOLUME VOLUME AADT AADT (ITEM 66) 2016/02/2212:00 VOLUME SINGLE UNIT (65A-1) (65A-2) TRUCKS(TYPE 4-7) 55 3.04% 505 2.73% 9.77% COMBINATION (65B-1) 18500 (65B-2) (TYPE 8-13) 32 1.77% 194 1.05% 9.77% Traffic Data Service Traffic Station Sketch N Island:Hawaii Area:Hilo Section ID/Station:B71192000055 Aupuni Street I I D2 I I Kilauea Avenue H I D1 II Maile St Meter# File Name GPS 1. v073 D0411001 B71192000055 19.71469,-155.0777 bw85 D04110021B71192000055 19.71469,-155.0777 Station Description: Kilauea Avenue:Aupuni Street to Maile St Survey Beginning Date/Time: Survey Ending Date/Time: 4/11/2016 @ 0000 4/25/2016 @ 2400 Survey Method: Road Tube Data Type: Class Survey Crew: LM C4 Sketch Updated: By: SR Remarks: 1059 FACILITY NAME JURI FUNC AREA ROUTE CLASS TYPE NO. MILE Kilauea Avenue 16 1920 D1=Direction to End Dl:Maile St/Kanoelehua Avenue(Rte 11) D2=Direction to Begin D2:Aupuni Street/Ponahawai Street Run Date: 2017/08/09 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 04/11/2016 12:00-12:15 5 8 13 06:00-06:15 37 57 94 12:00-12:15 198 218 416 06:00-06:15 123 141 264 12:15-12:30 10 4 14 06:15-06:30 39 88 127 12:15-12:30 166 198 364 06:15-06:30 138 139 277 12:30-12:45 14 9 23 06:30-06:45 74 108 182 12:30-12:45 189 201 390 06:30-06:45 131 116 247 12:45-01:00 6 8 14 06:45-07:00 94 152 246 12:45-01:00 191 249 440 06:45-07:00 111 130 241 01:00-01:15 2 8 10 07:00-07:15 102 168 270 01:00-01:15 185 178 363 07:00-07:15 130 121 251 01:15-01:30 8 7 15 07:15-07:30 136 210 346 01:15-01:30 191 222 413 07:15-07:30 106 105 211 01:30-01:45 3 7 10 07:30-07:45 158 171 329 01:30-01:45 198 207 405 07:30-07:45 66 58 124 01:45-02:00 4 5 9 07:45-08:00 131 159 290 01:45-02:00 192 205 397 07:45-08:00 81 78 159 02:00-02:15 0 4 4 08:00-08:15 142 191 333 02:00-02:15 172 189 361 08:00-08:15 78 81 159 02:15-02:30 2 6 8 08:15-08:30 166 212 378 02:15-02:30 164 187 351 08:15-08:30 77 72 149 02:30-02:45 2 7 9 08:30-08:45 157 206 363 02:30-02:45 197 201 398 08:30-08:45 58 67 125 02:45-03:00 2 2 4 08:45-09:00 168 187 355 02:45-03:00 177 194 371 08:45-09:00 58 53 111 03:00-03:15 4 8 12 09:00-09:15 135 162 297 03:00-03:15 195 191 386 09:00-09:15 28 46 74 03:15-03:30 2 4 6 09:15-09:30 175 179 354 03:15-03:30 203 231 434 09:15-09:30 40 38 78 03:30-03:45 2 11 13 09:30-09:45 179 197 376 03:30-03:45 177 182 359 09:30-09:45 22 36 58 03:45-04:00 4 7 11 09:45-10:00 175 197 372 03:45-04:00 181 205 386 09:45-10:00 42 40 82 04:00-04:15 3 5 8 10:00-10:15 161 182 343 04:00-04:15 170 184 354 10:00-10:15 24 37 61 04:15-04:30 4 9 13 10:15-10:30 182 182 364 04:15-04:30 185 170 355 10:15-10:30 21 37 58 04:30-04:45 8 17 25 10:30-10:45 190 203 393 04:30-04:45 151 236 387 10:30-10:45 19 19 38 04:45-05:00 11 31 42 10:45-11:00 185 206 391 04:45-05:00 133 172 305 10:45-11:00 23 23 46 05:00-05:15 14 28 42 11:00-11:15 200 200 400 05:00-05:15 213 148 361 11:00-11:15 18 12 30 05:15-05:30 16 28 44 11:15-11:30 207 180 387 05:15-05:30 145 148 293 11:15-11:30 18 19 37 05:30-05:45 21 45 66 11:30-11:45 196 204 400 05:30-05:45 144 141 285 11:30-11:45 11 12 23 05:45-06:00 34 51 85 11:45-12:00 185 187 372 05:45-06:00 127 126 253 11:45-12:00 13 6 19 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 633 796 1429 PM-PEAK HR VOLUME 756 809 1565 AM-K FACTOR(%) 7.14 PM-K FACTOR(%) 7.82 AM-D(%) 44.30 55.70 100.00 PM-D(%) 48.31 51.69 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 633 796 PM-PEAK HR VOLUME 756 809 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:45 AM to 11:45 AM PM-PEAK HR TIME 12:45 PM to 01:45 PM AM-PEAK HR VOLUME 788 790 1578 PM-PEAK HR VOLUME 765 856 1621 AM-K FACTOR(%) 7.89 PM-K FACTOR(%) 8.10 AM-D(%) 49.94 50.06 100.00 PM-D(%) 47.19 52.81 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,574 4,188 7,762 PEAK HR TIME 12:45 PM to 01:45 PM AM 12-HR PERIOD(00:00-12:00) 3,755 4,507 8,262 PEAK HR VOLUME 765 856 1621 PM 6-HR PERIOD(12:00-18:00) 4,244 4,583 8,827 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,680 6,069 11,749 PEAK HR TIME 10:45 AM to 11:45 AM 12:00 PM to 01:00 PM 24 HOUR PERIOD 9,435 10,576 20,011 PEAK HR VOLUME 788 866 D(%) 47.15 52.85 100.00 Run Date: 2017/08/09 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE 04/12/2016 12:00-12:15 13 9 22 06:00-06:15 37 64 101 12:00-12:15 176 199 375 06:00-06:15 150 157 307 12:15-12:30 8 10 18 06:15-06:30 51 93 144 12:15-12:30 173 187 360 06:15-06:30 128 138 266 12:30-12:45 8 11 19 06:30-06:45 79 112 191 12:30-12:45 178 214 392 06:30-06:45 107 136 243 12:45-01:00 2 4 6 06:45-07:00 100 141 241 12:45-01:00 176 238 414 06:45-07:00 132 124 256 01:00-01:15 6 6 12 07:00-07:15 122 191 313 01:00-01:15 180 219 399 07:00-07:15 131 114 245 01:15-01:30 8 5 13 07:15-07:30 139 235 374 01:15-01:30 160 216 376 07:15-07:30 93 89 182 01:30-01:45 3 14 17 07:30-07:45 171 268 439 01:30-01:45 172 213 385 07:30-07:45 69 70 139 01:45-02:00 6 6 12 07:45-08:00 153 246 399 01:45-02:00 191 180 371 07:45-08:00 82 72 154 02:00-02:15 2 2 4 08:00-08:15 159 226 385 02:00-02:15 180 201 381 08:00-08:15 86 62 148 02:15-02:30 3 3 6 08:15-08:30 166 181 347 02:15-02:30 184 209 393 08:15-08:30 83 71 154 02:30-02:45 3 8 11 08:30-08:45 149 204 353 02:30-02:45 208 200 408 08:30-08:45 64 69 133 02:45-03:00 7 5 12 08:45-09:00 156 218 374 02:45-03:00 182 190 372 08:45-09:00 55 60 115 03:00-03:15 3 10 13 09:00-09:15 148 184 332 03:00-03:15 206 192 398 09:00-09:15 42 52 94 03:15-03:30 2 6 8 09:15-09:30 177 225 402 03:15-03:30 192 174 366 09:15-09:30 26 56 82 03:30-03:45 2 12 14 09:30-09:45 163 221 384 03:30-03:45 189 207 396 09:30-09:45 40 42 82 03:45-04:00 4 14 18 09:45-10:00 167 217 384 03:45-04:00 177 212 389 09:45-10:00 27 38 65 04:00-04:15 3 10 13 10:00-10:15 188 217 405 04:00-04:15 215 179 394 10:00-10:15 29 34 63 04:15-04:30 6 12 18 10:15-10:30 173 205 378 04:15-04:30 216 218 434 10:15-10:30 15 28 43 04:30-04:45 8 18 26 10:30-10:45 196 187 383 04:30-04:45 135 231 366 10:30-10:45 17 28 45 04:45-05:00 12 25 37 10:45-11:00 191 204 395 04:45-05:00 164 179 343 10:45-11:00 18 12 30 05:00-05:15 12 25 37 11:00-11:15 202 208 410 05:00-05:15 224 178 402 11:00-11:15 19 17 36 05:15-05:30 14 24 38 11:15-11:30 205 208 413 05:15-05:30 181 157 338 11:15-11:30 13 14 27 05:30-05:45 22 46 68 11:30-11:45 200 204 404 05:30-05:45 172 158 330 11:30-11:45 8 14 22 05:45-06:00 39 56 95 11:45-12:00 195 192 387 05:45-06:00 162 136 298 11:45-12:00 8 13 21 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM AM-PEAK HR VOLUME 622 975 1597 PM-PEAK HR VOLUME 797 816 1613 AM-K FACTOR(%) 7.64 PM-K FACTOR(%) 7.72 AM-D(%) 38.95 61.05 100.00 PM-D(%) 49.41 50.59 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM 03:45 PM to 04:45 PM AM-PEAK HR VOLUME 649 975 PM-PEAK HR VOLUME 797 840 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:45 AM to 11:45 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM AM-PEAK HR VOLUME 798 824 1622 PM-PEAK HR VOLUME 797 816 1613 AM-K FACTOR(%) 7.76 PM-K FACTOR(%) 7.72 AM-D(%) 49.20 50.80 100.00 PM-D(%) 49.41 50.59 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,687 4,651 8,338 PEAK HR TIME 10:45 AM to 11:45 AM AM 12-HR PERIOD(00:00-12:00) 3,883 4,992 8,875 PEAK HR VOLUME 798 824 1622 PM 6-HR PERIOD(12:00-18:00) 4,393 4,687 9,080 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,835 6,197 12,032 PEAK HR TIME 11:00 AM to 12:00 PM 12:30 PM to 01:30 PM 24 HOUR PERIOD 9,718 11,189 20,907 PEAK HR VOLUME 802 887 D(%) 46.48 53.52 100.00 Run Date: 2017/08/09 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 04/13/2016 12:00-12:15 12 10 22 06:00-06:15 45 67 112 12:00-12:15 176 228 404 06:00-06:15 149 174 323 12:15-12:30 9 8 17 06:15-06:30 68 96 164 12:15-12:30 223 201 424 06:15-06:30 130 114 244 12:30-12:45 4 10 14 06:30-06:45 84 129 213 12:30-12:45 167 220 387 06:30-06:45 108 128 236 12:45-01:00 5 7 12 06:45-07:00 85 141 226 12:45-01:00 190 224 414 06:45-07:00 95 111 206 01:00-01:15 2 6 8 07:00-07:15 117 180 297 01:00-01:15 105 226 331 07:00-07:15 92 105 197 01:15-01:30 11 10 21 07:15-07:30 141 214 355 01:15-01:30 176 245 421 07:15-07:30 68 80 148 01:30-01:45 7 10 17 07:30-07:45 176 253 429 01:30-01:45 185 209 394 07:30-07:45 66 83 149 01:45-02:00 6 8 14 07:45-08:00 153 236 389 01:45-02:00 194 212 406 07:45-08:00 67 85 152 02:00-02:15 2 6 8 08:00-08:15 143 180 323 02:00-02:15 195 200 395 08:00-08:15 79 80 159 02:15-02:30 5 7 12 08:15-08:30 155 213 368 02:15-02:30 176 174 350 08:15-08:30 73 68 141 02:30-02:45 4 6 10 08:30-08:45 133 204 337 02:30-02:45 198 217 415 08:30-08:45 48 73 121 02:45-03:00 2 10 12 08:45-09:00 172 193 365 02:45-03:00 167 178 345 08:45-09:00 52 45 97 03:00-03:15 2 5 7 09:00-09:15 176 198 374 03:00-03:15 188 173 361 09:00-09:15 36 46 82 03:15-03:30 3 10 13 09:15-09:30 178 203 381 03:15-03:30 180 194 374 09:15-09:30 44 43 87 03:30-03:45 3 10 13 09:30-09:45 164 198 362 03:30-03:45 203 215 418 09:30-09:45 34 42 76 03:45-04:00 5 16 21 09:45-10:00 174 210 384 03:45-04:00 183 208 391 09:45-10:00 43 39 82 04:00-04:15 5 11 16 10:00-10:15 158 195 353 04:00-04:15 217 188 405 10:00-10:15 22 33 55 04:15-04:30 5 14 19 10:15-10:30 191 192 383 04:15-04:30 203 188 391 10:15-10:30 32 31 63 04:30-04:45 7 8 15 10:30-10:45 202 207 409 04:30-04:45 147 222 369 10:30-10:45 18 28 46 04:45-05:00 10 24 34 10:45-11:00 177 203 380 04:45-05:00 96 217 313 10:45-11:00 13 18 31 05:00-05:15 14 23 37 11:00-11:15 178 218 396 05:00-05:15 208 179 387 11:00-11:15 15 8 23 05:15-05:30 13 24 37 11:15-11:30 189 203 392 05:15-05:30 164 159 323 11:15-11:30 13 15 28 05:30-05:45 27 49 76 11:30-11:45 191 223 414 05:30-05:45 140 184 324 11:30-11:45 12 16 28 05:45-06:00 35 62 97 11:45-12:00 187 214 401 05:45-06:00 132 160 292 11:45-12:00 10 12 22 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM AM-PEAK HR VOLUME 627 882 1509 PM-PEAK HR VOLUME 806 799 1605 AM-K FACTOR(%) 7.33 PM-K FACTOR(%) 7.80 AM-D(%) 41.55 58.45 100.00 PM-D(%) 50.22 49.78 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM 07:00 AM to 08:00 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM 04:00 PM to 05:00 PM AM-PEAK HR VOLUME 627 883 PM-PEAK HR VOLUME 806 815 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 11:00 AM to 12:00 PM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 745 858 1603 PM-PEAK HR VOLUME 756 873 1629 AM-K FACTOR(%) 7.79 PM-K FACTOR(%) 7.91 AM-D(%) 46.48 53.52 100.00 PM-D(%) 46.41 53.59 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,637 4,570 8,207 PEAK HR TIME 11:30 AM to 12:30 PM AM 12-HR PERIOD(00:00-12:00) 3,835 4,924 8,759 PEAK HR VOLUME 777 866 1643 PM 6-HR PERIOD(12:00-18:00) 4,213 4,821 9,034 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,532 6,298 11,830 PEAK HR TIME 11:30 AM to 12:30 PM 12:30 PM to 01:30 PM 24 HOUR PERIOD 9,367 11,222 20,589 PEAK HR VOLUME 777 915 D(%) 45.50 54.50 • 100.00 Run Date: 2017/08/09 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 04/14/2016 12:00-12:15 7 12 19 06:00-06:15 45 86 131 12:00-12:15 204 199 403 06:00-06:15 133 152 285 12:15-12:30 5 3 8 06:15-06:30 63 90 153 12:15-12:30 184 229 413 06:15-06:30 128 135 263 12:30-12:45 8 8 16 06:30-06:45 74 127 201 12:30-12:45 195 187 382 06:30-06:45 126 130 256 12:45-01:00 2 5 7 06:45-07:00 86 146 232 12:45-01:00 185 211 396 06:45-07:00 119 118 237 01:00-01:15 5 11 16 07:00-07:15 120 178 298 01:00-01:15 180 225 405 07:00-07:15 110 86 196 01:15-01:30 11 12 23 07:15-07:30 140 253 393 01:15-01:30 182 205 387 07:15-07:30 104 112 216 01:30-01:45 6 16 22 07:30-07:45 170 248 418 01:30-01:45 172 227 399 07:30-07:45 76 69 145 01:45-02:00 5 6 11 07:45-08:00 146 224 370 01:45-02:00 170 178 348 07:45-08:00 57 80 137 02:00-02:15 7 8 15 08:00-08:15 165 205 370 02:00-02:15 154 201 355 08:00-08:15 64 67 131 02:15-02:30 2 7 9 08:15-08:30 131 207 338 02:15-02:30 172 180 352 08:15-08:30 57 87 144 02:30-02:45 2 7 9 08:30-08:45 169 206 375 02:30-02:45 183 214 397 08:30-08:45 69 71 140 02:45-03:00 3 4 7 08:45-09:00 172 196 368 02:45-03:00 221 194 415 08:45-09:00 70 49 119 03:00-03:15 8 7 15 09:00-09:15 154 209 363 03:00-03:15 172 205 377 09:00-09:15 55 53 108 03:15-03:30 1 8 9 09:15-09:30 153 210 363 03:15-03:30 199 202 401 09:15-09:30 42 50 92 03:30-03:45 3 13 16 09:30-09:45 165 191 356 03:30-03:45 182 221 403 09:30-09:45 55 42 97 03:45-04:00 3 18 21 09:45-10:00 167 228 395 03:45-04:00 229 207 436 09:45-10:00 34 54 88 04:00-04:15 4 5 9 10:00-10:15 186 189 375 04:00-04:15 208 206 414 10:00-10:15 36 29 65 04:15-04:30 3 9 12 10:15-10:30 194 212 406 04:15-04:30 172 192 364 10:15-10:30 29 21 50 04:30-04:45 13 18 31 10:30-10:45 194 186 380 04:30-04:45 141 219 360 10:30-10:45 24 23 47 04:45-05:00 7 30 37 10:45-11:00 171 196 367 04:45-05:00 164 178 342 10:45-11:00 11 15 26 05:00-05:15 7 20 27 11:00-11:15 196 230 426 05:00-05:15 185 192 377 11:00-11:15 17 15 32 05:15-05:30 15 34 49 11:15-11:30 172 207 379 05:15-05:30 184 158 342 11:15-11:30 10 17 27 05:30-05:45 34 49 83 11:30-11:45 188 234 422 05:30-05:45 155 156 311 11:30-11:45 17 17 34 05:45-06:00 32 51 83 11:45-12:00 187 223 410 05:45-06:00 149 142 291 11:45-12:00 7 15 22 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 621 930 1551 PM-PEAK HR VOLUME 818 836 1654 AM-K FACTOR(%) 7.43 PM-K FACTOR(%) 7.93 AM-D(%) 40.04 59.96 100.00 PM-D(%) 49.46 50.54 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 637 930 PM-PEAK HR VOLUME 818 836 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 11:00 AM to 12:00 PM PM-PEAK HR TIME 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 743 894 1637 PM-PEAK HR VOLUME 818 836 1654 AM-K FACTOR(%) 7.84 PM-K FACTOR(%) 7.93 AM-D(%) 45.39 54.61 100.00 PM-D(%) 49.46 50.54 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,608 4,681 8,289 PEAK HR TIME 11:30 AM to 12:30 PM AM 12-HR PERIOD(00:00-12:00) 3,801 5,042 8,843 PEAK HR VOLUME 763 885 1648 PM 6-HR PERIOD(12:00-18:00) 4,342 4,728 9,070 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,792 6,235 12,027 PEAK HR TIME 11:45 AM to 12:45 PM 11:00 AM to 12:00 PM 24 HOUR PERIOD 9,593 11,277 20,870 PEAK HR VOLUME 770 894 D(%) 45.97 54.03 100.00 Run Date: 2017/08/09 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 04/15/2016 12:00-12:15 9 13 22 06:00-06:15 46 61 107 12:00-12:15 215 233 448 06:00-06:15 167 189 356 12:15-12:30 6 14 20 06:15-06:30 57 102 159 12:15-12:30 204 215 419 06:15-06:30 138 153 291 12:30-12:45 9 14 23 06:30-06:45 83 140 223 12:30-12:45 176 235 411 06:30-06:45 121 147 268 12:45-01:00 5 10 15 06:45-07:00 97 146 243 12:45-01:00 166 210 376 06:45-07:00 113 138 251 01:00-01:15 3 9 12 07:00-07:15 132 178 310 01:00-01:15 177 228 405 07:00-07:15 107 136 243 01:15-01:30 2 10 12 07:15-07:30 147 219 366 01:15-01:30 171 254 425 07:15-07:30 106 125 231 01:30-01:45 11 15 26 07:30-07:45 169 245 414 01:30-01:45 186 231 417 07:30-07:45 101 96 197 01:45-02:00 6 10 16 07:45-08:00 164 229 393 01:45-02:00 185 230 415 07:45-08:00 73 97 170 02:00-02:15 2 2 4 08:00-08:15 166 212 378 02:00-02:15 131 225 356 08:00-08:15 92 95 187 02:15-02:30 11 3 14 08:15-08:30 129 174 303 02:15-02:30 67 226 293 08:15-08:30 92 88 180 02:30-02:45 1 8 9 08:30-08:45 141 209 350 02:30-02:45 187 211 398 08:30-08:45 81 80 161 02:45-03:00 4 6 10 08:45-09:00 173 193 366 02:45-03:00 192 221 413 08:45-09:00 76 62 138 03:00-03:15 5 2 7 09:00-09:15 165 205 370 03:00-03:15 193 219 412 09:00-09:15 89 61 150 03:15-03:30 7 9 16 09:15-09:30 174 188 362 03:15-03:30 188 232 420 09:15-09:30 67 61 128 03:30-03:45 3 5 8 09:30-09:45 170 203 373 03:30-03:45 183 215 398 09:30-09:45 41 75 116 03:45-04:00 7 11 18 09:45-10:00 167 220 387 03:45-04:00 219 234 453 09:45-10:00 48 68 116 04:00-04:15 4 8 12 10:00-10:15 167 203 370 04:00-04:15 224 228 452 10:00-10:15 53 64 117 04:15-04:30 6 14 20 10:15-10:30 180 205 385 04:15-04:30 198 242 440 10:15-10:30 29 46 75 04:30-04:45 7 10 17 10:30-10:45 181 213 394 04:30-04:45 125 218 343 10:30-10:45 34 42 76 04:45-05:00 11 23 34 10:45-11:00 216 196 412 04:45-05:00 115 221 336 10:45-11:00 28 24 52 05:00-05:15 6 24 30 11:00-11:15 188 210 398 05:00-05:15 199 200 399 11:00-11:15 35 40 75 05:15-05:30 17 22 39 11:15-11:30 202 215 417 05:15-05:30 182 190 372 11:15-11:30 20 28 48 05:30-05:45 34 48 82 11:30-11:45 211 227 438 05:30-05:45 155 185 340 11:30-11:45 21 17 38 05:45-06:00 35 55 90 11:45-12:00 205 245 450 05:45-06:00 170 202 372 11:45-12:00 18 18 36 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM AM-PEAK HR VOLUME 646 905 1551 PM-PEAK HR VOLUME 824 919 1743 AM-K FACTOR(%) 7.01 PM-K FACTOR(%) 7.87 AM-D(%) 41.65 58.35 100.00 PM-D(%) 47.27 52.73 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM 03:45 PM to 04:45 PM AM-PEAK HR VOLUME 646 905 PM-PEAK HR VOLUME 824 922 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 11:00 AM to 12:00 PM PM-PEAK HR TIME 03:30 PM to 04:30 PM AM-PEAK HR VOLUME 806 897 1703 PM-PEAK HR VOLUME 824 919 1743 AM-K FACTOR(%) 7.69 PM-K FACTOR(%) 7.87 AM-D(%) 47.33 52.67 100.00 PM-D(%) 47.27 52.73 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,730 4,638 8,368 PEAK HR TIME 11:30 AM to 12:30 PM AM 12-HR PERIOD(00:00-12:00) 3,941 4,983 8,924 PEAK HR VOLUME 835 920 1755 PM 6-HR PERIOD(12:00-18:00) 4,208 5,305 9,513 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,958 7,255 13,213 PEAK HR TIME 11:30 AM to 12:30 PM 01:00 PM to 02:00 PM 24 HOUR PERIOD 9,899 12,238 22,137 PEAK HR VOLUME 835 943 D(%) 44.72 55.28 100.00 Run Date: 2017/08/09 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 04/16/2016 12:00-12:15 11 28 39 06:00-06:15 33 49 82 12:00-12:15 173 196 369 06:00-06:15 101 113 214 12:15-12:30 24 21 45 06:15-06:30 48 82 130 12:15-12:30 158 181 339 06:15-06:30 94 94 188 12:30-12:45 13 12 25 06:30-06:45 51 81 132 12:30-12:45 194 213 407 06:30-06:45 89 116 205 12:45-01:00 13 16 29 06:45-07:00 64 89 153 12:45-01:00 152 199 351 06:45-07:00 98 113 211 01:00-01:15 7 9 16 07:00-07:15 59 91 150 01:00-01:15 186 228 414 07:00-07:15 89 79 168 01:15-01:30 3 12 15 07:15-07:30 78 94 172 01:15-01:30 142 203 345 07:15-07:30 58 97 155 01:30-01:45 7 6 13 07:30-07:45 82 124 206 01:30-01:45 161 190 351 07:30-07:45 50 84 134 01:45-02:00 12 14 26 07:45-08:00 107 138 245 01:45-02:00 143 176 319 07:45-08:00 65 71 136 02:00-02:15 6 16 22 08:00-08:15 90 114 204 02:00-02:15 145 161 306 08:00-08:15 65 71 136 02:15-02:30 3 7 10 08:15-08:30 115 150 265 02:15-02:30 148 170 318 08:15-08:30 129 83 212 02:30-02:45 3 7 10 08:30-08:45 126 178 304 02:30-02:45 136 178 314 08:30-08:45 83 73 156 02:45-03:00 8 8 16 08:45-09:00 138 185 323 02:45-03:00 139 149 288 08:45-09:00 49 59 108 03:00-03:15 7 11 18 09:00-09:15 121 162 283 03:00-03:15 127 149 276 09:00-09:15 51 59 110 03:15-03:30 5 8 13 09:15-09:30 134 173 307 03:15-03:30 133 163 296 09:15-09:30 53 55 108 03:30-03:45 7 5 12 09:30-09:45 139 211 350 03:30-03:45 142 117 259 09:30-09:45 34 45 79 03:45-04:00 4 12 16 09:45-10:00 143 199 342 03:45-04:00 124 144 268 09:45-10:00 28 51 79 04:00-04:15 2 11 13 10:00-10:15 162 170 332 04:00-04:15 127 144 271 10:00-10:15 30 41 71 04:15-04:30 7 14 21 10:15-10:30 149 208 357 04:15-04:30 107 149 256 10:15-10:30 32 50 82 04:30-04:45 8 5 13 10:30-10:45 169 196 365 04:30-04:45 109 160 269 10:30-10:45 36 27 63 04:45-05:00 7 18 25 10:45-11:00 165 194 359 04:45-05:00 121 155 276 10:45-11:00 19 24 43 05:00-05:15 13 14 27 11:00-11:15 171 184 355 05:00-05:15 126 133 259 11:00-11:15 21 27 48 05:15-05:30 15 13 28 11:15-11:30 181 200 381 05:15-05:30 106 131 237 11:15-11:30 13 28 41 05:30-05:45 14 33 47 11:30-11:45 169 188 357 05:30-05:45 85 136 221 11:30-11:45 14 21 35 05:45-06:00 19 39 58 11:45-12:00 170 182 352 05:45-06:00 112 122 234 11:45-12:00 18 16 34 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 469 627 1096 PM-PEAK HR VOLUME 526 573 1099 AM-K FACTOR(%) 6.40 PM-K FACTOR(%) 6.42 AM-D(%) 42.79 57.21 100.00 PM-D(%) 47.86 52.14 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM 04:00 PM to 05:00 PM AM-PEAK HR VOLUME 469 627 PM-PEAK HR VOLUME 526 608 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:30 AM to 11:30 AM PM-PEAK HR TIME 12:30 PM to 01:30 PM AM-PEAK HR VOLUME 686 774 1460 PM-PEAK HR VOLUME 674 843 1517 AM-K FACTOR(%) 8.53 PM-K FACTOR(%) 8.86 AM-D(%) 46.99 53.01 100.00 PM-D(%) 44.43 55.57 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 2,864 3,642 6,506 PEAK HR TIME 12:30 PM to 01:30 PM AM 12-HR PERIOD(00:00-12:00) 3,082 3,981 7,063 PEAK HR VOLUME 674 843 1517 PM 6-HR PERIOD(12:00-18:00) 3,296 3,947 7,243 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 4,615 5,444 10,059 PEAK HR TIME 11:45 AM to 12:45 PM 12:30 PM to 01:30 PM 24 HOUR PERIOD 7,697 9,425 17,122 PEAK HR VOLUME 695 843 D(%) 44.95 55.05 100.00 Run Date: 2017/08/09 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 04/17/2016 12:00-12:15 9 16 25 06:00-06:15 29 39 68 12:00-12:15 114 137 251 06:00-06:15 73 89 162 12:15-12:30 12 17 29 06:15-06:30 31 50 81 12:15-12:30 118 125 243 06:15-06:30 102 79 181 12:30-12:45 10 14 24 06:30-06:45 31 51 82 12:30-12:45 103 132 235 06:30-06:45 76 103 179 12:45-01:00 8 8 16 06:45-07:00 28 49 77 12:45-01:00 95 127 222 06:45-07:00 66 111 177 01:00-01:15 12 12 24 07:00-07:15 41 49 90 01:00-01:15 120 132 252 07:00-07:15 55 71 126 01:15-01:30 3 11 14 07:15-07:30 39 67 106 01:15-01:30 102 112 214 07:15-07:30 72 80 152 01:30-01:45 12 14 26 07:30-07:45 49 68 117 01:30-01:45 100 113 213 07:30-07:45 59 60 119 01:45-02:00 15 7 22 07:45-08:00 53 82 135 01:45-02:00 84 105 189 07:45-08:00 53 61 114 02:00-02:15 7 9 16 08:00-08:15 67 79 146 02:00-02:15 92 123 215 08:00-08:15 42 51 93 02:15-02:30 8 6 14 08:15-08:30 63 85 148 02:15-02:30 102 91 193 08:15-08:30 44 64 108 02:30-02:45 3 7 10 08:30-08:45 68 102 170 02:30-02:45 89 130 219 08:30-08:45 35 54 89 02:45-03:00 3 6 9 08:45-09:00 75 113 188 02:45-03:00 91 117 208 08:45-09:00 33 41 74 03:00-03:15 1 4 5 09:00-09:15 89 100 189 03:00-03:15 106 111 217 09:00-09:15 39 41 80 03:15-03:30 3 7 10 09:15-09:30 81 121 202 03:15-03:30 110 124 234 09:15-09:30 34 36 70 03:30-03:45 4 8 12 09:30-09:45 77 123 200 03:30-03:45 104 104 208 09:30-09:45 28 34 62 03:45-04:00 7 5 12 09:45-10:00 87 124 211 03:45-04:00 111 99 210 09:45-10:00 19 39 58 04:00-04:15 4 4 8 10:00-10:15 108 147 255 04:00-04:15 80 110 190 10:00-10:15 22 26 48 04:15-04:30 6 10 16 10:15-10:30 110 122 232 04:15-04:30 103 112 215 10:15-10:30 18 19 37 04:30-04:45 5 7 12 10:30-10:45 123 146 269 04:30-04:45 105 105 210 10:30-10:45 14 12 26 04:45-05:00 6 9 15 10:45-11:00 114 139 253 04:45-05:00 93 122 215 10:45-11:00 13 19 32 05:00-05:15 10 9 19 11:00-11:15 128 124 252 05:00-05:15 95 110 205 11:00-11:15 22 16 38 05:15-05:30 12 22 34 11:15-11:30 99 130 229 05:15-05:30 89 93 182 11:15-11:30 10 13 23 05:30-05:45 17 18 35 11:30-11:45 110 126 236 05:30-05:45 94 97 191 11:30-11:45 4 14 18 05:45-06:00 22 27 49 11:45-12:00 109 135 244 05:45-06:00 83 90 173 11:45-12:00 10 7 17 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 273 379 652 PM-PEAK HR VOLUME 431 438 869 AM-K FACTOR(%) 5.51 PM-K FACTOR(%) 7.35 AM-D(%) 41.87 58.13 100.00 PM-D(%) 49.60 50.40 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM 04:00 PM to 05:00 PM AM-PEAK HR VOLUME 273 379 PM-PEAK HR VOLUME 431 449 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:00 AM to 11:00 AM PM-PEAK HR TIME 12:15 PM to 01:15 PM AM-PEAK HR VOLUME 455 554 1009 PM-PEAK HR VOLUME 436 516 952 AM-K FACTOR(%) 8.53 PM-K FACTOR(%) 8.05 AM-D(%) 45.09 54.91 100.00 PM-D(%) 45.80 54.20 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 1,809 2,371 4,180 PEAK HR TIME 10:00 AM to 11:00 AM AM 12-HR PERIOD(00:00-12:00) 2,008 2,628 4,636 PEAK HR VOLUME 455 554 1009 PM 6-HR PERIOD(12:00-18:00) 2,383 2,721 5,104 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 3,326 3,861 7,187 PEAK HR TIME 10:15 AM to 11:15 AM 10:00 AM to 11:00 AM 24 HOUR PERIOD 5,334 6,489 11,823 PEAK HR VOLUME 475 554 D(%) 45.12 54.88 100.00 Run Date: 2017/08/09 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 04/18/2016 12:00-12:15 8 9 17 06:00-06:15 37 60 97 12:00-12:15 218 221 439 06:00-06:15 114 132 246 12:15-12:30 6 5 11 06:15-06:30 51 101 152 12:15-12:30 192 228 420 06:15-06:30 136 144 280 12:30-12:45 9 14 23 06:30-06:45 73 135 208 12:30-12:45 182 214 396 06:30-06:45 109 108 217 12:45-01:00 5 7 12 06:45-07:00 88 148 236 12:45-01:00 200 245 445 06:45-07:00 103 112 215 01:00-01:15 2 6 8 07:00-07:15 108 184 292 01:00-01:15 188 229 417 07:00-07:15 89 98 187 01:15-01:30 8 9 17 07:15-07:30 136 230 366 01:15-01:30 184 236 420 07:15-07:30 111 95 206 01:30-01:45 5 7 12 07:30-07:45 167 258 425 01:30-01:45 194 228 422 07:30-07:45 74 105 179 01:45-02:00 4 9 13 07:45-08:00 150 255 405 01:45-02:00 194 214 408 07:45-08:00 66 81 147 02:00-02:15 5 6 11 08:00-08:15 135 195 330 02:00-02:15 151 220 371 08:00-08:15 82 83 165 02:15-02:30 5 8 13 08:15-08:30 144 193 337 02:15-02:30 155 252 407 08:15-08:30 61 62 123 02:30-02:45 3 4 7 08:30-08:45 115 202 317 02:30-02:45 201 222 423 08:30-08:45 50 69 119 02:45-03:00 2 2 4 08:45-09:00 167 210 377 02:45-03:00 188 213 401 08:45-09:00 46 62 108 03:00-03:15 1 6 7 09:00-09:15 166 214 380 03:00-03:15 193 225 418 09:00-09:15 46 53 99 03:15-03:30 3 8 11 09:15-09:30 164 175 339 03:15-03:30 207 201 408 09:15-09:30 31 36 67 03:30-03:45 4 9 13 09:30-09:45 159 203 362 03:30-03:45 192 234 426 09:30-09:45 32 30 62 03:45-04:00 6 10 16 09:45-10:00 182 213 395 03:45-04:00 190 221 411 09:45-10:00 36 30 66 04:00-04:15 4 14 18 10:00-10:15 154 210 364 04:00-04:15 174 210 384 10:00-10:15 27 28 55 04:15-04:30 6 12 18 10:15-10:30 168 234 402 04:15-04:30 203 208 411 10:15-10:30 17 36 53 04:30-04:45 12 16 28 10:30-10:45 199 221 420 04:30-04:45 162 210 372 10:30-10:45 19 23 42 04:45-05:00 11 21 32 10:45-11:00 195 222 417 04:45-05:00 155 179 334 10:45-11:00 25 14 39 05:00-05:15 12 23 35 11:00-11:15 209 210 419 05:00-05:15 217 180 397 11:00-11:15 13 15 28 05:15-05:30 13 27 40 11:15-11:30 208 200 408 05:15-05:30 164 150 314 11:15-11:30 11 12 23 05:30-05:45 34 39 73 11:30-11:45 177 212 389 05:30-05:45 143 133 276 11:30-11:45 11 8 19 05:45-06:00 33 46 79 11:45-12:00 211 221 432 05:45-06:00 134 137 271 11:45-12:00 8 10 18 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 588 938 1526 PM-PEAK HR VOLUME 782 881 1663 AM-K FACTOR(%) 7.29 PM-K FACTOR(%) 7.94 AM-D(%) 38.53 61.47 100.00 PM-D(%) 47.02 52.98 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 596 938 PM-PEAK HR VOLUME 782 881 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:30 AM to 11:30 AM PM-PEAK HR TIME 12:45 PM to 01:45 PM AM-PEAK HR VOLUME 811 853 1664 PM-PEAK HR VOLUME 766 938 1704 AM-K FACTOR(%) 7.95 PM-K FACTOR(%) 8.14 AM-D(%) 48.74 51.26 100.00 PM-D(%) 44.95 55.05 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,563 4,706 8,269 PEAK HR TIME 12:45 PM to 01:45 PM AM 12-HR PERIOD(00:00-12:00) 3,764 5,023 8,787 PEAK HR VOLUME 766 938 1704 PM 6-HR PERIOD(12:00-18:00) 4,381 5,010 9,391 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,698 6,456 12,154 PEAK HR TIME 11:15 AM to 12:15 PM 12:45 PM to 01:45 PM 24 HOUR PERIOD 9,462 11,479 20,941 PEAK HR VOLUME 814 938 D(%) 45.18 54.82 100.00 Run Date: 2017/08/09 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 04/19/2016 12:00-12:15 14 6 20 06:00-06:15 35 66 101 12:00-12:15 199 215 414 06:00-06:15 149 134 283 12:15-12:30 14 8 22 06:15-06:30 61 97 158 12:15-12:30 221 193 414 06:15-06:30 121 133 254 12:30-12:45 7 6 13 06:30-06:45 78 121 199 12:30-12:45 176 215 391 06:30-06:45 135 132 267 12:45-01:00 4 5 9 06:45-07:00 97 142 239 12:45-01:00 161 225 386 06:45-07:00 102 120 222 01:00-01:15 3 10 13 07:00-07:15 118 192 310 01:00-01:15 193 188 381 07:00-07:15 116 111 227 01:15-01:30 11 11 22 07:15-07:30 142 245 387 01:15-01:30 169 200 369 07:15-07:30 85 106 191 01:30-01:45 3 15 18 07:30-07:45 173 277 450 01:30-01:45 188 204 392 07:30-07:45 81 96 177 01:45-02:00 2 9 11 07:45-08:00 169 233 402 01:45-02:00 171 198 369 07:45-08:00 78 81 159 02:00-02:15 1 7 8 08:00-08:15 153 225 378 02:00-02:15 130 221 351 08:00-08:15 66 78 144 02:15-02:30 2 3 5 08:15-08:30 143 188 331 02:15-02:30 197 231 428 08:15-08:30 82 65 147 02:30-02:45 1 5 6 08:30-08:45 137 215 352 02:30-02:45 198 213 411 08:30-08:45 70 65 135 02:45-03:00 4 6 10 08:45-09:00 151 204 355 02:45-03:00 185 194 379 08:45-09:00 52 57 109 03:00-03:15 4 7 11 09:00-09:15 145 203 348 03:00-03:15 175 210 385 09:00-09:15 53 44 97 03:15-03:30 4 11 15 09:15-09:30 172 214 386 03:15-03:30 210 206 416 09:15-09:30 56 46 102 03:30-03:45 5 8 13 09:30-09:45 178 212 390 03:30-03:45 197 212 409 09:30-09:45 31 45 76 03:45-04:00 5 21 26 09:45-10:00 156 204 360 03:45-04:00 187 207 394 09:45-10:00 26 37 63 04:00-04:15 7 7 14 10:00-10:15 183 181 364 04:00-04:15 211 211 422 10:00-10:15 30 23 53 04:15-04:30 4 11 15 10:15-10:30 169 206 375 04:15-04:30 192 199 391 10:15-10:30 33 27 60 04:30-04:45 13 16 29 10:30-10:45 190 191 381 04:30-04:45 133 236 369 10:30-10:45 10 22 32 04:45-05:00 17 22 39 10:45-11:00 183 204 387 04:45-05:00 174 212 386 10:45-11:00 9 18 27 05:00-05:15 13 28 41 11:00-11:15 201 199 400 05:00-05:15 203 173 376 11:00-11:15 15 12 27 05:15-05:30 18 27 45 11:15-11:30 206 201 407 05:15-05:30 175 160 335 11:15-11:30 17 17 34 05:30-05:45 29 52 81 11:30-11:45 184 240 424 05:30-05:45 149 155 304 11:30-11:45 13 18 31 05:45-06:00 31 66 97 11:45-12:00 184 243 427 05:45-06:00 166 150 316 11:45-12:00 13 10 23 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 637 980 1617 PM-PEAK HR VOLUME 805 836 1641 AM-K FACTOR(%) 7.69 PM-K FACTOR(%) 7.81 AM-D(%) 39.39 60.61 100.00 PM-D(%) 49.06 50.94 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM 04:00 PM to 05:00 PM AM-PEAK HR VOLUME 638 980 PM-PEAK HR VOLUME 805 858 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 11:00 AM to 12:00 PM PM-PEAK HR TIME 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 775 883 1658 PM-PEAK HR VOLUME 805 836 1641 AM-K FACTOR(%) 7.89 PM-K FACTOR(%) 7.81 AM-D(%) 46.74 53.26 100.00 PM-D(%) 49.06 50.94 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,608 4,703 8,311 PEAK HR TIME 11:30 AM to 12:30 PM AM 12-HR PERIOD(00:00-12:00) 3,824 5,070 8,894 PEAK HR VOLUME 788 891 1679 PM 6-HR PERIOD(12:00-18:00) 4,360 4,828 9,188 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,803 6,325 12,128 PEAK HR TIME 11:30 AM to 12:30 PM 11:15 AM to 12:15 PM 24 HOUR PERIOD 9,627 11,395 21,022 PEAK HR VOLUME 788 899 D(%) 45.79 54.21 100.00 Run Date: 2017/08/09 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 04/20/2016 12:00-12:15 5 6 11 06:00-06:15 57 76 133 12:00-12:15 193 224 417 06:00-06:15 148 144 292 12:15-12:30 8 9 17 06:15-06:30 49 124 173 12:15-12:30 200 212 412 06:15-06:30 120 124 244 12:30-12:45 12 14 26 06:30-06:45 71 128 199 12:30-12:45 170 207 377 06:30-06:45 119 136 255 12:45-01:00 7 6 13 06:45-07:00 96 171 267 12:45-01:00 177 247 424 06:45-07:00 117 114 231 01:00-01:15 7 10 17 07:00-07:15 96 205 301 01:00-01:15 184 223 407 07:00-07:15 99 122 221 01:15-01:30 4 11 15 07:15-07:30 139 255 394 01:15-01:30 178 183 361 07:15-07:30 98 94 192 01:30-01:45 14 2 16 07:30-07:45 181 274 455 01:30-01:45 190 185 375 07:30-07:45 64 78 142 01:45-02:00 1 7 8 07:45-08:00 162 260 422 01:45-02:00 177 214 391 07:45-08:00 89 71 160 02:00-02:15 2 7 9 08:00-08:15 160 229 389 02:00-02:15 187 225 412 08:00-08:15 71 74 145 02:15-02:30 2 5 7 08:15-08:30 144 208 352 02:15-02:30 186 225 411 08:15-08:30 53 61 114 02:30-02:45 3 8 11 08:30-08:45 169 224 393 02:30-02:45 186 201 387 08:30-08:45 66 60 126 02:45-03:00 6 9 15 08:45-09:00 147 220 367 02:45-03:00 185 208 393 08:45-09:00 50 58 108 03:00-03:15 4 7 11 09:00-09:15 137 183 320 03:00-03:15 187 187 374 09:00-09:15 49 53 102 03:15-03:30 5 12 17 09:15-09:30 159 213 372 03:15-03:30 200 198 398 09:15-09:30 45 46 91 03:30-03:45 6 14 20 09:30-09:45 174 211 385 03:30-03:45 193 204 397 09:30-09:45 35 41 76 03:45-04:00 2 18 20 09:45-10:00 190 204 394 03:45-04:00 186 222 408 09:45-10:00 39 40 79 04:00-04:15 5 4 9 10:00-10:15 164 213 377 04:00-04:15 208 217 425 10:00-10:15 26 37 63 04:15-04:30 5 13 18 10:15-10:30 173 182 355 04:15-04:30 207 181 388 10:15-10:30 35 25 60 04:30-04:45 6 13 19 10:30-10:45 165 229 394 04:30-04:45 117 237 354 10:30-10:45 23 25 48 04:45-05:00 18 23 41 10:45-11:00 186 222 408 04:45-05:00 202 190 392 10:45-11:00 26 6 32 05:00-05:15 9 20 29 11:00-11:15 194 202 396 05:00-05:15 168 190 358 11:00-11:15 18 16 34 05:15-05:30 14 37 51 11:15-11:30 179 236 415 05:15-05:30 185 157 342 11:15-11:30 15 10 25 05:30-05:45 27 48 75 11:30-11:45 190 164 354 05:30-05:45 127 138 265 11:30-11:45 15 23 38 05:45-06:00 42 72 114 11:45-12:00 165 72 237 05:45-06:00 149 154 303 11:45-12:00 11 17 28 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 642 1018 1660 PM-PEAK HR VOLUME 787 841 1628 AM-K FACTOR(%) 7.94 PM-K FACTOR(%) 7.78 AM-D(%) 38.67 61.33 100.00 PM-D(%) 48.34 51.66 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM 03:45 PM to 04:45 PM AM-PEAK HR VOLUME 647 1018 PM-PEAK HR VOLUME 794 857 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 642 1018 1660 PM-PEAK HR VOLUME 740 890 1630 AM-K FACTOR(%) 7.94 PM-K FACTOR(%) 7.79 AM-D(%) 38.67 61.33 100.00 PM-D(%) 45.40 54.60 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,547 4,705 8,252 PEAK HR TIME 12:00 PM to 01:00 PM AM 12-HR PERIOD(00:00-12:00) 3,761 5,080 8,841 PEAK HR VOLUME 740 890 1630 PM 6-HR PERIOD(12:00-18:00) 4,342 4,829 9,171 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,773 6,304 12,077 PEAK HR TIME 10:45 AM to 11:45 AM 12:00 PM to 01:00 PM 24 HOUR PERIOD 9,534 11,384 20,918 PEAK HR VOLUME 749 890 D(%) 45.58 54.42 100.00 Run Date: 2017/08/09 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: 871192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 04/21/2016 12:00-12:15 8 6 14 06:00-06:15 44 62 106 12:00-12:15 202 185 387 06:00-06:15 142 145 287 12:15-12:30 8 9 17 06:15-06:30 73 96 169 12:15-12:30 192 209 401 06:15-06:30 147 141 288 12:30-12:45 6 12 18 06:30-06:45 67 131 198 12:30-12:45 199 246 445 06:30-06:45 130 112 242 12:45-01:00 5 7 12 06:45-07:00 98 137 235 12:45-01:00 181 237 418 06:45-07:00 113 101 214 01:00-01:15 5 5 10 07:00-07:15 120 193 313 01:00-01:15 171 209 380 07:00-07:15 108 103 211 01:15-01:30 5 9 14 07:15-07:30 136 254 390 01:15-01:30 163 203 366 07:15-07:30 100 113 213 01:30-01:45 15 9 24 07:30-07:45 155 282 437 01:30-01:45 169 192 361 07:30-07:45 84 94 178 01:45-02:00 6 7 13 07:45-08:00 152 233 385 01:45-02:00 168 224 392 07:45-08:00 68 99 167 02:00-02:15 5 3 8 08:00-08:15 135 208 343 02:00-02:15 136 207 343 08:00-08:15 74 67 141 02:15-02:30 4 6 10 08:15-08:30 137 182 319 02:15-02:30 186 211 397 08:15-08:30 78 74 152 02:30-02:45 4 8 12 08:30-08:45 151 207 358 02:30-02:45 192 210 402 08:30-08:45 54 70 124 02:45-03:00 3 5 8 08:45-09:00 147 200 347 02:45-03:00 197 226 423 08:45-09:00 44 55 99 03:00-03:15 3 4 7 09:00-09:15 156 204 360 03:00-03:15 193 207 400 09:00-09:15 49 43 92 03:15-03:30 6 7 13 09:15-09:30 147 199 346 03:15-03:30 176 181 357 09:15-09:30 56 47 103 03:30-03:45 6 10 16 09:30-09:45 173 209 382 03:30-03:45 218 219 437 09:30-09:45 33 32 65 03:45-04:00 4 22 26 09:45-10:00 168 220 388 03:45-04:00 200 224 424 09:45-10:00 27 45 72 04:00-04:15 6 2 8 10:00-10:15 167 217 384 04:00-04:15 193 213 406 10:00-10:15 29 24 53 04:15-04:30 6 15 21 10:15-10:30 190 207 397 04:15-04:30 180 194 374 10:15-10:30 21 30 51 04:30-04:45 4 14 18 10:30-10:45 158 211 369 04:30-04:45 98 250 348 10:30-10:45 15 25 40 04:45-05:00 16 28 44 10:45-11:00 179 243 422 04:45-05:00 176 209 385 10:45-11:00 20 22 42 05:00-05:15 14 21 35 11:00-11:15 211 195 406 05:00-05:15 198 170 368 11:00-11:15 12 13 25 05:15-05:30 17 33 50 11:15-11:30 188 200 388 05:15-05:30 164 171 335 11:15-11:30 18 8 26 05:30-05:45 34 55 89 11:30-11:45 186 214 400 05:30-05:45 156 171 327 11:30-11:45 14 11 25 05:45-06:00 31 66 97 11:45-12:00 219 219 438 05:45-06:00 131 153 284 11:45-12:00 13 18 31 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM AM-PEAK HR VOLUME 578 977 1555 PM-PEAK HR VOLUME 791 850 1641 AM-K FACTOR(%) 7.42 PM-K FACTOR(%) 7.83 AM-D(%) 37.17 62.83 100.00 PM-D(%) 48.20 51.80 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM 03:45 PM to 04:45 PM AM-PEAK HR VOLUME 579 977 PM-PEAK HR VOLUME 791 881 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 11:00 AM to 12:00 PM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 804 828 1632 PM-PEAK HR VOLUME 774 877 1651 AM-K FACTOR(%) 7.78 PM-K FACTOR(%) 7.88 AM-D(%) 49.26 50.74 100.00 PM-D(%) 46.88 53.12 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,557 4,723 8,280 PEAK HR TIME 11:45 AM to 12:45 PM AM 12-HR PERIOD(00:00-12:00) 3,778 5,086 8,864 PEAK HR VOLUME 812 859 1671 PM 6-HR PERIOD(12:00-18:00) 4,239 4,921 9,160 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,688 6,413 12,101 PEAK HR TIME 11:45AM to 12:45 PM 12:15 PM to 01:15 PM 24 HOUR PERIOD 9,466 11,499 20,965 PEAK HR VOLUME 812 901 D(%) 45.15 54.85 100.00 Run Date: 2017/08/09 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 04/22/2016 12:00-12:15 12 20 32 06:00-06:15 45 69 114 12:00-12:15 193 238 431 06:00-06:15 167 161 328 12:15-12:30 9 13 22 06:15-06:30 73 103 176 12:15-12:30 149 257 406 06:15-06:30 137 139 276 12:30-12:45 7 11 18 06:30-06:45 81 139 220 12:30-12:45 201 271 472 06:30-06:45 136 156 292 12:45-01:00 5 9 14 06:45-07:00 71 140 211 12:45-01:00 182 251 433 06:45-07:00 96 132 228 01:00-01:15 7 7 14 07:00-07:15 111 174 285 01:00-01:15 189 247 436 07:00-07:15 118 144 262 01:15-01:30 8 7 15 07:15-07:30 147 208 355 01:15-01:30 171 226 397 07:15-07:30 112 108 220 01:30-01:45 14 5 19 07:30-07:45 159 245 404 01:30-01:45 185 200 385 07:30-07:45 92 102 194 01:45-02:00 5 4 9 07:45-08:00 174 244 418 01:45-02:00 190 251 441 07:45-08:00 95 92 187 02:00-02:15 6 7 13 08:00-08:15 139 206 345 02:00-02:15 160 265 425 08:00-08:15 86 81 167 02:15-02:30 4 6 10 08:15-08:30 135 201 336 02:15-02:30 207 240 447 08:15-08:30 77 84 161 02:30-02:45 3 5 8 08:30-08:45 150 216 366 02:30-02:45 153 233 386 08:30-08:45 80 69 149 02:45-03:00 6 5 11 08:45-09:00 165 212 377 02:45-03:00 191 234 425 08:45-09:00 77 64 141 03:00-03:15 1 7 8 09:00-09:15 158 201 359 03:00-03:15 206 243 449 09:00-09:15 89 62 151 03:15-03:30 3 11 14 09:15-09:30 193 197 390 03:15-03:30 205 217 422 09:15-09:30 56 71 127 03:30-03:45 2 7 9 09:30-09:45 161 201 362 03:30-03:45 197 226 423 09:30-09:45 54 52 106 03:45-04:00 11 18 29 09:45-10:00 161 225 386 03:45-04:00 184 216 400 09:45-10:00 46 50 96 04:00-04:15 5 9 14 10:00-10:15 205 206 411 04:00-04:15 220 230 450 10:00-10:15 42 51 93 04:15-04:30 7 10 17 10:15-10:30 191 185 376 04:15-04:30 208 200 408 10:15-10:30 40 54 94 04:30-04:45 11 17 28 10:30-10:45 197 212 409 04:30-04:45 193 223 416 10:30-10:45 28 47 75 04:45-05:00 11 21 32 10:45-11:00 201 259 460 04:45-05:00 203 218 421 10:45-11:00 20 47 67 05:00-05:15 8 18 26 11:00-11:15 186 256 442 05:00-05:15 168 167 335 11:00-11:15 27 31 58 05:15-05:30 19 29 48 11:15-11:30 213 199 412 05:15-05:30 165 188 353 11:15-11:30 26 23 49 05:30-05:45 27 56 83 11:30-11:45 190 243 433 05:30-05:45 176 187 363 11:30-11:45 25 23 48 05:45-06:00 35 59 94 11:45-12:00 198 239 437 05:45-06:00 157 158 315 11:45-12:00 20 21 41 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 619 903 1522 PM-PEAK HR VOLUME 806 889 1695 AM-K FACTOR(%) 6.76 PM-K FACTOR(%) 7.53 AM-D(%) 40.67 59.33 100.00 PM-D(%) 47.55 52.45 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM 07:15 AM to 08:15 AM PM-PEAK HR TIME 04:00 PM to 05:00 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 619 903 PM-PEAK HR VOLUME 824 902 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:45 AM to 11:45 AM PM-PEAK HR TIME 12:15 PM to 01:15 PM AM-PEAK HR VOLUME 790 957 1747 PM-PEAK HR VOLUME 721 1026 1747 AM-K FACTOR(%) 7.76 PM-K FACTOR(%) 7.76 AM-D(%) 45.22 54.78 100.00 PM-D(%) 41.27 58.73 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,704 4,780 8,484 PEAK HR TIME 10:45 AM to 11:45 AM AM 12-HR PERIOD(00:00-12:00) 3,930 5,141 9,071 PEAK HR VOLUME 790 957 1747 PM 6-HR PERIOD(12:00-18:00) 4,453 5,386 9,839 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 6,199 7,250 13,449 PEAK HR TIME 10:30 AM to 11:30 AM 12:15 PM to 01:15 PM 24 HOUR PERIOD 10,129 12,391 22,520 PEAK HR VOLUME 797 1026 D(%) 44.98 55.02 100.00 Run Date: 2017/08/09 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 04/23/2016 12:00-12:15 14 24 38 06:00-06:15 27 54 81 12:00-12:15 150 182 332 06:00-06:15 105 113 218 12:15-12:30 9 13 22 06:15-06:30 43 70 113 12:15-12:30 151 168 319 06:15-06:30 105 90 195 12:30-12:45 12 13 25 06:30-06:45 37 87 124 12:30-12:45 149 170 319 06:30-06:45 87 99 186 12:45-01:00 3 9 12 06:45-07:00 52 83 135 12:45-01:00 147 176 323 06:45-07:00 68 82 150 01:00-01:15 11 16 27 07:00-07:15 66 71 137 01:00-01:15 160 181 341 07:00-07:15 79 97 176 01:15-01:30 3 21 24 07:15-07:30 58 83 141 01:15-01:30 150 148 298 07:15-07:30 77 78 155 01:30-01:45 14 13 27 07:30-07:45 90 108 198 01:30-01:45 137 172 309 07:30-07:45 56 81 137 01:45-02:00 7 10 17 07:45-08:00 81 127 208 01:45-02:00 112 132 244 07:45-08:00 57 63 120 02:00-02:15 7 6 13 08:00-08:15 72 132 204 02:00-02:15 118 140 258 08:00-08:15 62 67 129 02:15-02:30 7 5 12 08:15-08:30 93 104 197 02:15-02:30 132 165 297 08:15-08:30 46 73 119 02:30-02:45 4 7 11 08:30-08:45 95 150 245 02:30-02:45 98 149 247 08:30-08:45 43 59 102 02:45-03:00 5 5 10 08:45-09:00 96 170 266 02:45-03:00 119 135 254 08:45-09:00 51 64 115 03:00-03:15 5 4 9 09:00-09:15 92 171 263 03:00-03:15 126 132 258 09:00-09:15 55 71 126 03:15-03:30 2 8 10 09:15-09:30 103 159 262 03:15-03:30 117 129 246 09:15-09:30 50 63 113 03:30-03:45 6 7 13 09:30-09:45 130 164 294 03:30-03:45 112 112 224 09:30-09:45 39 64 103 03:45-04:00 5 15 20 09:45-10:00 134 176 310 03:45-04:00 117 125 242 09:45-10:00 44 38 82 04:00-04:15 3 7 10 10:00-10:15 159 182 341 04:00-04:15 101 125 226 10:00-10:15 28 48 76 04:15-04:30 8 12 20 10:15-10:30 164 183 347 04:15-04:30 117 101 218 10:15-10:30 36 30 66 04:30-04:45 6 19 25 10:30-10:45 149 200 349 04:30-04:45 112 121 233 10:30-10:45 18 31 49 04:45-05:00 11 17 28 10:45-11:00 150 227 377 04:45-05:00 116 120 236 10:45-11:00 28 28 56 05:00-05:15 12 19 31 11:00-11:15 149 201 350 05:00-05:15 108 112 220 11:00-11:15 19 22 41 05:15-05:30 11 19 30 11:15-11:30 132 165 297 05:15-05:30 86 122 208 11:15-11:30 19 19 38 05:30-05:45 15 30 45 11:30-11:45 147 176 323 05:30-05:45 74 105 179 11:30-11:45 12 17 29 05:45-06:00 20 45 65 11:45-12:00 134 186 320 05:45-06:00 77 87 164 11:45-12:00 16 20 36 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 356 556 912 PM-PEAK HR VOLUME 472 498 970 AM-K FACTOR(%) 5.99 PM-K FACTOR(%) 6.37 AM-D(%) 39.04 60.96 100.00 PM-D(%) 48.66 51.34 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 356 556 PM-PEAK HR VOLUME 472 498 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:15 AM to 11:15AM PM-PEAK HR TIME 12:15 PM to 01:15 PM AM-PEAK HR VOLUME 612 811 1423 PM-PEAK HR VOLUME 607 695 1302 AM-K FACTOR(%) 9.34 PM-K FACTOR(%) 8.54 AM-D(%) 43.01 56.99 100.00 PM-D(%) 46.62 53.38 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 2,453 3,429 5,882 PEAK HR TIME 10:15 AM to 11:15AM AM 12-HR PERIOD(00:00-12:00) 2,653 3,773 6,426 PEAK HR VOLUME 612 811 1423 PM 6-HR PERIOD(12:00-18:00) 2,886 3,309 6,195 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 4,086 4,726 8,812 PEAK HR TIME 10:00 AM to 11:00 AM 10:15 AM to 11:15 AM 24 HOUR PERIOD 6,739 8,499 15,238 PEAK HR VOLUME 622 811 D(%) 44.22 55.78 100.00 Run Date: 2017/08/09 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 04/24/2016 12:00-12:15 9 15 24 06:00-06:15 25 31 56 12:00-12:15 111 114 225 06:00-06:15 92 74 166 12:15-12:30 5 21 26 06:15-06:30 35 39 74 12:15-12:30 98 108 206 06:15-06:30 86 83 169 12:30-12:45 12 14 26 06:30-06:45 38 48 86 12:30-12:45 109 115 224 06:30-06:45 49 95 144 12:45-01:00 10 9 19 06:45-07:00 25 53 78 12:45-01:00 112 127 239 06:45-07:00 58 69 127 01:00-01:15 5 13 18 07:00-07:15 35 41 76 01:00-01:15 97 110 207 07:00-07:15 74 91 165 01:15-01:30 6 14 20 07:15-07:30 44 49 93 01:15-01:30 110 120 230 07:15-07:30 66 77 143 01:30-01:45 20 9 29 07:30-07:45 45 67 112 01:30-01:45 90 109 199 07:30-07:45 41 81 122 01:45-02:00 6 11 17 07:45-08:00 41 73 114 01:45-02:00 100 111 211 07:45-08:00 66 71 137 02:00-02:15 5 11 16 08:00-08:15 67 69 136 02:00-02:15 88 142 230 08:00-08:15 38 57 95 02:15-02:30 7 5 12 08:15-08:30 53 77 130 02:15-02:30 101 105 206 08:15-08:30 42 64 106 02:30-02:45 7 2 9 08:30-08:45 85 99 184 02:30-02:45 87 104 191 08:30-08:45 56 41 97 02:45-03:00 3 7 10 08:45-09:00 86 114 200 02:45-03:00 93 106 199 08:45-09:00 35 49 84 03:00-03:15 2 3 5 09:00-09:15 71 88 159 03:00-03:15 86 98 184 09:00-09:15 48 42 90 03:15-03:30 4 8 12 09:15-09:30 78 100 178 03:15-03:30 106 110 216 09:15-09:30 43 35 78 03:30-03:45 3 10 13 09:30-09:45 87 104 191 03:30-03:45 77 113 190 09:30-09:45 27 37 64 03:45-04:00 2 10 12 09:45-10:00 78 121 199 03:45-04:00 92 109 201 09:45-10:00 21 26 47 04:00-04:15 3 4 7 10:00-10:15 95 116 211 04:00-04:15 81 98 179 10:00-10:15 26 23 49 04:15-04:30 2 11 13 10:15-10:30 132 128 260 04:15-04:30 80 80 160 10:15-10:30 14 16 30 04:30-04:45 2 8 10 10:30-10:45 116 149 265 04:30-04:45 64 99 163 10:30-10:45 17 18 35 04:45-05:00 10 13 23 10:45-11:00 97 141 238 04:45-05:00 91 98 189 10:45-11:00 6 17 23 05:00-05:15 9 10 19 11:00-11:15 98 135 233 05:00-05:15 85 92 177 11:00-11:15 14 18 32 05:15-05:30 15 17 32 11:15-11:30 99 134 233 05:15-05:30 65 102 167 11:15-11:30 12 14 26 05:30-05:45 13 22 35 11:30-11:45 108 133 241 05:30-05:45 90 114 204 11:30-11:45 10 13 23 05:45-06:00 15 33 48 11:45-12:00 109 134 243 05:45-06:00 63 96 159 11:45-12:00 10 7 17 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 291 359 650 PM-PEAK HR VOLUME 361 430 791 AM-K FACTOR(%) 5.77 PM-K FACTOR(%) 7.02 AM-D(%) 44.77 55.23 100.00 PM-D(%) 45.64 54.36 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 291 359 PM-PEAK HR VOLUME 361 430 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:15 AM to 11:15 AM PM-PEAK HR TIME 12:30 PM to 01:30 PM AM-PEAK HR VOLUME 443 553 996 PM-PEAK HR VOLUME 428 472 900 AM-K FACTOR(%) 8.84 PM-K FACTOR(%) 7.99 AM-D(%) 44.48 55.52 100.00 PM-D(%) 47.56 52.44 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 1,747 2,243 3,990 PEAK HR TIME 10:15AM to 11:15 AM AM 12-HR PERIOD(00:00-12:00) 1,922 2,523 4,445 PEAK HR VOLUME 443 553 996 PM 6-HR PERIOD(12:00-18:00) 2,176 2,580 4,756 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 3,127 3,698 6,825 PEAK HR TIME 10:15AM to 11:15 AM 10:30 AM to 11:30 AM 24 HOUR PERIOD 5,049 6,221 11,270 PEAK HR VOLUME 443 559 D(%) 44.80 55.20 100.00 Run Date: 2017/08/09 Hawaii Department of Transportation Highways Division Highways Planning Survey Section Vehicle Classification Data Summary 2016 Site ID: B71192000055 Route No: 1920 Date From: 2016/04/11 0:00 Town: Hawaii Direction: +MP Date To: 2016/04/24 23:45 Location: Kilauea Avenue: Aupuni St to Kilauea Ave Functional Classification: 16 URBAN:MINOR ARTERIAL REPORT TOTALS-336 HOURS RECORDED VOLUME % NUMBER OF AXLES Cycles 18723 7.03% 37446 PC 193656 72.71% 387312 2A-4T 46545 17.48% 93090 LIGHT VEHICLE TOTALS 258924 97.22% 517848 HEAVY VEHICLES Bus 459 0.17% 1147 SINGLE UNIT TRUCK 2A-6T 754 0.28% 1508 3A-SU 2857 1.07% 8571 4A-SU 1183 0.44% 4732 SINGLE-TRAILER TRUCKS 4A-ST 124 0.05% 496 5A-ST 122 0.05% 610 6A-ST 103 0.04% 618 MULTI-TRAILER TRUCKS 5A-MT 44 0.02% 220 6A-MT 702 0.26% 4212 7A-MT 1070 0.40% 7490 HEAVY VEHICLE TOTALS 7418 2.79% 29604 CLASSIFIED VEHICLES TOTALS 266342(A) 100.00% 547453 (B) UNCLASSIFIED VEHICLES TOTALS -9 -0.00% AXLE CORRECTION ROADTUBE FACTOR(A/C)= 0.973 EQUIVALENT(B/2)= 273726 (C) %TOTAL HPMS PEAK HOUR PEAK PEAK 24 HOUR K-FACTOR VOLUME: 1742 HOUR HOUR TRUCK %OF (PEAK/AADT) TRUCK VOLUME VOLUME AADT AADT (ITEM 66) 2016/04/2212:00 VOLUME SINGLE UNIT (65A-1) (65A-2) TRUCKS(TYPE 4-7) 35 2.01% 375 2.03% 9.42% COMBINATION (65B-1) 18500 (65B-2) (TYPE 8-13) 31 1.78% 154 0.83% 9.42% Traffic Data Service Traffic Station Sketch N Island:Hawaii Area:Hilo Section ID/Station:B71192000055 Aupuni Street I I D2 H Kilauea Avenue Dl I I -♦ 1 I Maile St Meter# File Name GPS 1. v073 D0725001_B71192000055 19.71469,-155.0777 bw85 D0725002)71192000055 19.71469,-155.0777 Station Description: Kilauea Avenue:Aupuni Street to Maile St Survey Beginning Date/Time: Survey Ending Date/Time: 7/25/2016 @ 0000 8/8/2016 @ 2400 Survey Method: Road Tube Data Type: Class Survey Crew: LM C4 • Sketch Updated: By: SR Remarks: 1059 FACILITY NAME JURI FUNC AREA ROUTE CLASS TYPE NO. MILE Kilauea Avenue 16 1920 Dl=Direction to End Dl:Maile St/Kanoelehua Avenue(Rte 11) D2=Direction to Begin D2:Aupuni Street/Ponahawai Street Run Date: 2017/08/10 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 07/25/2016 12:00-12:15 10 11 21 06:00-06:15 44 71 115 12:00-12:15 207 218 425 06:00-06:15 158 135 293 12:15-12:30 8 12 20 06:15-06:30 57 93 150 12:15-12:30 182 190 372 06:15-06:30 135 124 259 12:30-12:45 10 7 17 06:30-06:45 80 128 208 12:30-12:45 177 237 414 06:30-06:45 101 114 215 12:45-01:00 4 7 11 06:45-07:00 87 150 237 12:45-01:00 184 225 409 06:45-07:00 76 101 177 01:00-01:15 7 4 11 07:00-07:15 101 188 289 01:00-01:15 176 212 388 07:00-07:15 102 91 193 01:15-01:30 6 12 18 07:15-07:30 132 250 382 01:15-01:30 178 239 417 07:15-07:30 89 80 169 01:30-01:45 6 4 10 07:30-07:45 164 244 408 01:30-01:45 183 205 388 07:30-07:45 61 80 141 01:45-02:00 4 3 7 07:45-08:00 156 218 374 01:45-02:00 174 187 361 07:45-08:00 79 81 160 02:00-02:15 3 5 8 08:00-08:15 142 235 377 02:00-02:15 161 206 367 08:00-08:15 86 87 173 02:15-02:30 2 9 11 08:15-08:30 119 196 315 02:15-02:30 176 186 362 08:15-08:30 71 73 144 02:30-02:45 1 4 5 08:30-08:45 142 210 352 02:30-02:45 194 198 392 08:30-08:45 75 75 150 02:45-03:00 3 2 5 08:45-09:00 153 196 349 02:45-03:00 184 236 420 08:45-09:00 49 60 109 03:00-03:15 2 12 14 09:00-09:15 152 175 327 03:00-03:15 180 190 370 09:00-09:15 64 48 112 03:15-03:30 4 6 10 09:15-09:30 172 203 375 03:15-03:30 179 209 388 09:15-09:30 30 46 76 03:30-03:45 4 7 11 09:30-09:45 130 195 325 03:30-03:45 180 215 395 09:30-09:45 35 32 67 03:45-04:00 7 16 23 09:45-10:00 132 223 355 03:45-04:00 200 204 404 09:45-10:00 41 40 81 04:00-04:15 2 7 9 10:00-10:15 192 205 397 04:00-04:15 177 178 355 10:00-10:15 22 28 50 04:15-04:30 2 9 11 10:15-10:30 157 210 367 04:15-04:30 185 188 373 10:15-10:30 19 24 43 04:30-04:45 8 13 21 10:30-10:45 169 201 370 04:30-04:45 154 220 374 10:30-10:45 25 24 49 04:45-05:00 6 27 33 10:45-11:00 159 225 384 04:45-05:00 165 206 371 10:45-11:00 10 18 28 05:00-05:15 14 22 36 11:00-11:15 208 197 405 05:00-05:15 182 200 382 11:00-11:15 19 16 35 05:15-05:30 16 27 43 11:15-11:30 188 229 417 05:15-05:30 138 138 276 11:15-11:30 15 11 26 05:30-05:45 26 41 67 11:30-11:45 187 220 407 05:30-05:45 150 156 306 11:30-11:45 13 14 27 05:45-06:00 30 49 79 11:45-12:00 186 225 411 05:45-06:00 135 149 284 11:45-12:00 12 7 19 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 594 947 1541 PM-PEAK HR VOLUME 739 818 1557 AM-K FACTOR(%) 7.56 PM-K FACTOR(%) 7.64 AM-D(%) 38.55 61.45 100.00 PM-D(%) 47.46 52.54 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 594 947 PM-PEAK HR VOLUME 742 818 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 11:00 AM to 12:00 PM PM-PEAK HR TIME 12:30 PM to 01:30 PM AM-PEAK HR VOLUME 769 871 1640 PM-PEAK HR VOLUME 715 913 1628 AM-K FACTOR(%) 8.04 PM-K FACTOR(%) 7.99 AM-D(%) 46.89 53.11 100.00 PM-D(%) 43.92 56.08 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,409 4,687 8,096 PEAK HR TIME 11:15 AM to 12:15 PM AM 12-HR PERIOD(00:00-12:00) 3,594 5,003 8,597 PEAK HR VOLUME 768 892 1660 PM 6-HR PERIOD(12:00-18:00) 4,201 4,792 8,993 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,588 6,201 11,789 PEAK HR TIME 11:00 AM to 12:00 PM 12:30 PM to 01:30 PM 24 HOUR PERIOD 9,182 11,204 20,386 PEAK HR VOLUME 769 913 D(%) 45.04 54.96 100.00 Run Date: 2017/08/10 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 07/26/2016 12:00-12:15 8 18 26 06:00-06:15 37 65 102 12:00-12:15 196 249 445 06:00-06:15 134 151 285 12:15-12:30 5 4 9 06:15-06:30 42 103 145 12:15-12:30 165 213 378 06:15-06:30 137 116 253 12:30-12:45 6 8 14 06:30-06:45 61 135 196 12:30-12:45 167 209 376 06:30-06:45 132 116 248 12:45-01:00 5 10 15 06:45-07:00 96 152 248 12:45-01:00 196 213 409 06:45-07:00 120 113 233 01:00-01:15 12 4 16 07:00-07:15 106 179 285 01:00-01:15 168 213 381 07:00-07:15 108 94 202 01:15-01:30 0 10 10 07:15-07:30 133 237 370 01:15-01:30 152 212 364 07:15-07:30 87 83 170 01:30-01:45 6 7 13 07:30-07:45 171 253 424 01:30-01:45 183 210 393 07:30-07:45 75 75 150 01:45-02:00 3 5 8 07:45-08:00 132 235 367 01:45-02:00 160 213 373 07:45-08:00 63 87 150 02:00-02:15 4 5 9 08:00-08:15 153 206 359 02:00-02:15 198 181 379 08:00-08:15 62 75 137 02:15-02:30 4 6 10 08:15-08:30 132 183 315 02:15-02:30 200 173 373 08:15-08:30 68 54 122 02:30-02:45 1 3 4 08:30-08:45 140 191 331 02:30-02:45 175 209 384 08:30-08:45 68 45 113 02:45-03:00 2 8 10 08:45-09:00 146 202 348 02:45-03:00 190 203 393 08:45-09:00 58 38 96 03:00-03:15 2 8 10 09:00-09:15 143 190 333 03:00-03:15 185 188 373 09:00-09:15 43 47 90 03:15-03:30 3 8 11 09:15-09:30 161 185 346 03:15-03:30 167 215 382 09:15-09:30 42 48 90 03:30-03:45 7 10 17 09:30-09:45 175 198 373 03:30-03:45 195 204 399 09:30-09:45 35 35 70 03:45-04:00 7 17 24 09:45-10:00 182 199 381 03:45-04:00 197 194 391 09:45-10:00 31 31 62 04:00-04:15 4 8 12 10:00-10:15 151 231 382 04:00-04:15 206 188 394 10:00-10:15 23 30 53 04:15-04:30 7 12 19 10:15-10:30 190 197 387 04:15-04:30 171 195 366 10:15-10:30 18 24 42 04:30-04:45 11 16 27 10:30-10:45 158 208 366 04:30-04:45 111 207 318 10:30-10:45 11 18 29 04:45-05:00 14 28 42 10:45-11:00 180 197 377 04:45-05:00 149 207 356 10:45-11:00 17 19 36 05:00-05:15 5 20 25 11:00-11:15 163 204 367 05:00-05:15 170 168 338 11:00-11:15 14 17 31 05:15-05:30 13 21 34 11:15-11:30 183 219 402 05:15-05:30 154 186 340 11:15-11:30 13 9 22 05:30-05:45 28 48 76 11:30-11:45 193 205 398 05:30-05:45 158 151 309 11:30-11:45 9 14 23 05:45-06:00 32 59 91 11:45-12:00 205 239 444 05:45-06:00 138 152 290 11:45-12:00 11 7 18 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 589 931 1520 PM-PEAK HR VOLUME 765 801 1566 AM-K FACTOR(%) 7.52 PM-K FACTOR(%) 7.75 AM-D(%) 38.75 61.25 100.00 PM-D(%) 48.85 51.15 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 589 931 PM-PEAK HR VOLUME 769 801 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 11:00 AM to 12:00 PM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 744 867 1611 PM-PEAK HR VOLUME 724 884 1608 AM-K FACTOR(%) 7.97 PM-K FACTOR(%) 7.96 AM-D(%) 46.18 53.82 100.00 PM-D(%) 45.02 54.98 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,433 4,613 8,046 PEAK HR TIME 11:15 AM to 12:15 PM AM 12-HR PERIOD(00:00-12:00) 3,622 4,956 8,578 PEAK HR VOLUME 777 912 1689 PM 6-HR PERIOD(12:00-18:00) 4,151 4,753 8,904 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,530 6,099 11,629 PEAK HR TIME 11:15 AM to 12:15 PM 11:15 AM to 12:15 PM 24 HOUR PERIOD 9,152 11,055 20,207 PEAK HR VOLUME 777 912 D(%) 45.29 54.71 100.00 Run Date: 2017/08/10 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 07/27/2016 12:00-12:15 4 8 12 06:00-06:15 46 71 117 12:00-12:15 200 207 407 06:00-06:15 137 144 281 12:15-12:30 11 12 23 06:15-06:30 50 106 156 12:15-12:30 183 212 395 06:15-06:30 122 130 252 12:30-12:45 5 9 14 06:30-06:45 67 130 197 12:30-12:45 173 216 389 06:30-06:45 117 122 239 12:45-01:00 3 7 10 06:45-07:00 82 144 226 12:45-01:00 170 223 393 06:45-07:00 92 92 184 01:00-01:15 2 12 14 07:00-07:15 98 169 267 01:00-01:15 171 200 371 07:00-07:15 104 107 211 01:15-01:30 1 13 14 07:15-07:30 126 220 346 01:15-01:30 177 218 395 07:15-07:30 106 89 195 01:30-01:45 15 13 28 07:30-07:45 172 169 341 01:30-01:45 190 202 392 07:30-07:45 69 76 145 01:45-02:00 4 6 10 07:45-08:00 151 257 408 01:45-02:00 167 235 402 07:45-08:00 62 75 137 02:00-02:15 5 2 7 08:00-08:15 141 221 362 02:00-02:15 197 211 408 08:00-08:15 75 81 156 02:15-02:30 4 6 10 08:15-08:30 136 219 355 02:15-02:30 165 218 383 08:15-08:30 67 66 133 02:30-02:45 3 7 10 08:30-08:45 139 192 331 02:30-02:45 180 198 378 08:30-08:45 53 65 118 02:45-03:00 4 8 12 08:45-09:00 175 188 363 02:45-03:00 165 199 364 08:45-09:00 57 58 115 03:00-03:15 2 7 9 09:00-09:15 129 166 295 03:00-03:15 169 199 368 09:00-09:15 57 45 102 03:15-03:30 3 5 8 09:15-09:30 146 183 329 03:15-03:30 188 185 373 09:15-09:30 53 39 92 03:30-03:45 5 11 16 09:30-09:45 144 205 349 03:30-03:45 190 197 387 09:30-09:45 30 34 64 03:45-04:00 5 17 22 09:45-10:00 156 214 370 03:45-04:00 180 196 376 09:45-10:00 49 27 76 04:00-04:15 5 7 12 10:00-10:15 173 198 371 04:00-04:15 180 197 377 10:00-10:15 27 21 48 04:15-04:30 4 18 22 10:15-10:30 165 221 386 04:15-04:30 194 192 386 10:15-10:30 23 22 45 04:30-04:45 12 17 29 10:30-10:45 165 232 397 04:30-04:45 186 231 417 10:30-10:45 13 8 21 04:45-05:00 9 30 39 10:45-11:00 195 209 404 04:45-05:00 184 188 372 10:45-11:00 19 18 37 05:00-05:15 14 25 39 11:00-11:15 190 217 407 05:00-05:15 186 176 362 11:00-11:15 19 13 32 05:15-05:30 18 26 44 11:15-11:30 188 241 429 05:15-05:30 167 159 326 11:15-11:30 13 6 19 05:30-05:45 27 44 71 11:30-11:45 187 228 415 05:30-05:45 150 161 311 11:30-11:45 12 13 25 05:45-06:00 44 59 103 11:45-12:00 191 249 440 05:45-06:00 136 163 299 11:45-12:00 12 9 21 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM PM-PEAK HR TIME 03:45 PM to 04:45 PM AM-PEAK HR VOLUME 600 866 1466 PM-PEAK HR VOLUME 740 816 1556 AM-K FACTOR(%) 7.18 PM-K FACTOR(%) 7.62 AM-D(%) 40.93 59.07 100.00 PM-D(%) 47.56 52.44 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM 07:45 AM to 08:45 AM PM-PEAK HR TIME 04:15 PM to 05:15 PM 03:45 PM to 04:45 PM AM-PEAK HR VOLUME 600 889 PM-PEAK HR VOLUME 750 816 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 11:00 AM to 12:00 PM PM-PEAK HR TIME 01:15 PM to 02:15 PM AM-PEAK HR VOLUME 756 935 1691 PM-PEAK HR VOLUME 731 866 1597 AM-K FACTOR(%) 8.28 PM-K FACTOR(%) 7.82 AM-D(%) 44.71 55.29 100.00 PM-D(%) 45.77 54.23 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,412 4,649 8,061 PEAK HR TIME 11:00 AM to 12:00 PM AM 12-HR PERIOD(00:00-12:00) 3,621 5,018 8,639 PEAK HR VOLUME 756 935 1691 PM 6-HR PERIOD(12:00-18:00) 4,248 4,783 9,031 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,636 6,143 11,779 PEAK HR TIME 11:15AM to 12:15 PM 11:00 AM to 12:00 PM 24 HOUR PERIOD 9,257 11,161 20,418 PEAK HR VOLUME 766 935 D(%) 45.34 54.66 100.00 Run Date: 2017/08/10 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type: Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 07/28/2016 12:00-12:15 2 10 12 06:00-06:15 41 63 104 12:00-12:15 201 223 424 06:00-06:15 141 135 276 12:15-12:30 8 10 18 06:15-06:30 57 98 155 12:15-12:30 149 206 355 06:15-06:30 129 130 259 12:30-12:45 4 10 14 06:30-06:45 63 140 203 12:30-12:45 172 210 382 06:30-06:45 110 117 227 12:45-01:00 5 12 17 06:45-07:00 87 147 234 12:45-01:00 170 233 403 06:45-07:00 139 109 248 01:00-01:15 4 7 11 07:00-07:15 112 200 312 01:00-01:15 176 201 377 07:00-07:15 108 102 210 01:15-01:30 4 13 17 07:15-07:30 123 233 356 01:15-01:30 184 195 379 07:15-07:30 92 89 181 01:30-01:45 17 9 26 07:30-07:45 141 163 304 01:30-01:45 170 237 407 07:30-07:45 77 88 165 01:45-02:00 2 9 11 07:45-08:00 149 213 362 01:45-02:00 168 249 417 07:45-08:00 71 72 143 02:00-02:15 5 4 9 08:00-08:15 131 245 376 02:00-02:15 155 213 368 08:00-08:15 68 75 143 02:15-02:30 3 5 8 08:15-08:30 143 202 345 02:15-02:30 141 221 362 08:15-08:30 76 91 167 02:30-02:45 6 4 10 08:30-08:45 141 207 348 02:30-02:45 174 197 371 08:30-08:45 54 76 130 02:45-03:00 4 5 9 08:45-09:00 162 208 370 02:45-03:00 186 223 409 08:45-09:00 73 57 130 03:00-03:15 3 10 13 09:00-09:15 141 180 321 03:00-03:15 163 187 350 09:00-09:15 64 65 129 03:15-03:30 3 9 12 09:15-09:30 144 179 323 03:15-03:30 189 197 386 09:15-09:30 55 71 126 03:30-03:45 3 9 12 09:30-09:45 153 202 355 03:30-03:45 178 187 365 09:30-09:45 53 53 106 03:45-04:00 6 9 15 09:45-10:00 179 223 402 03:45-04:00 190 205 395 09:45-10:00 31 45 76 04:00-04:15 4 6 10 10:00-10:15 180 208 388 04:00-04:15 200 191 391 10:00-10:15 29 30 59 04:15-04:30 6 13 19 10:15-10:30 167 233 400 04:15-04:30 173 120 293 10:15-10:30 23 30 53 04:30-04:45 11 17 28 10:30-10:45 167 214 381 04:30-04:45 140 222 362 10:30-10:45 23 22 45 04:45-05:00 13 28 41 10:45-11:00 179 220 399 04:45-05:00 193 209 402 10:45-11:00 22 22 44 05:00-05:15 10 19 29 11:00-11:15 174 210 384 05:00-05:15 190 175 365 11:00-11:15 15 19 34 05:15-05:30 23 36 59 11:15-11:30 178 210 388 05:15-05:30 168 178 346 11:15-11:30 15 15 30 05:30-05:45 44 43 87 11:30-11:45 171 211 382 05:30-05:45 133 170 303 11:30-11:45 10 18 28 05:45-06:00 32 66 98 11:45-12:00 185 214 399 05:45-06:00 144 176 320 11:45-12:00 17 10 27 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 577 862 1439 PM-PEAK HR VOLUME 757 780 1537 AM-K FACTOR(%) 7.00 PM-K FACTOR(%) 7.48 AM-D(%) 40.10 59.90 100.00 PM-D(%) 49.25 50.75 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 07:45 AM to 08:45 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM 04:30 PM to 05:30 PM AM-PEAK HR VOLUME 577 867 PM-PEAK HR VOLUME 757 784 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 09:45 AM to 10:45 AM PM-PEAK HR TIME 01:00 PM to 02:00 PM AM-PEAK HR VOLUME 693 878 1571 PM-PEAK HR VOLUME 698 882 1580 AM-K FACTOR(%) 7.65 PM-K FACTOR(%) 7.69 AM-D(%) - 44.11 55.89 100.00 PM-D(%) 44.18 55.82 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,368 4,623 7,991 PEAK HR TIME 11:15 AM to 12:15 PM AM 12-HR PERIOD(00:00-12:00) 3,590 4,986 8,576 PEAK HR VOLUME 735 858 1593 PM 6-HR PERIOD(12:00-18:00) 4,107 4,825 8,932 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,602 6,366 11,968 PEAK HR TIME 11:15 AM to 12:15 PM 01:30 PM to 02:30 PM 24 HOUR PERIOD 9,192 11,352 20,544 PEAK HR VOLUME 735 920 D(%) 44.74 55.26 100.00 Run Date: 2017/08/10 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 07/29/2016 12:00-12:15 8 16 24 06:00-06:15 59 54 113 12:00-12:15 184 182 366 06:00-06:15 127 141 268 12:15-12:30 14 13 27 06:15-06:30 54 83 137 12:15-12:30 180 197 377 06:15-06:30 122 131 253 12:30-12:45 13 13 26 06:30-06:45 76 138 214 12:30-12:45 189 235 424 06:30-06:45 106 96 202 12:45-01:00 6 6 12 06:45-07:00 80 156 236 12:45-01:00 201 203 404 06:45-07:00 108 120 228 01:00-01:15 7 14 21 07:00-07:15 88 212 300 01:00-01:15 192 229 421 07:00-07:15 92 87 179 01:15-01:30 7 7 14 07:15-07:30 118 230 348 01:15-01:30 183 220 403 07:15-07:30 89 99 188 01:30-01:45 20 8 28 07:30-07:45 133 234 367 01:30-01:45 164 236 400 07:30-07:45 68 77 145 01:45-02:00 3 7 10 07:45-08:00 139 227 366 01:45-02:00 189 244 433 07:45-08:00 63 95 158 02:00-02:15 7 4 11 08:00-08:15 125 211 336 02:00-02:15 190 193 383 08:00-08:15 65 74 139 02:15-02:30 5 6 11 08:15-08:30 130 156 286 02:15-02:30 195 218 413 08:15-08:30 71 78 149 02:30-02:45 6 5 11 08:30-08:45 147 213 360 02:30-02:45 180 225 405 08:30-08:45 73 59 132 02:45-03:00 2 4 6 08:45-09:00 151 230 381 02:45-03:00 191 221 412 08:45-09:00 46 59 105 03:00-03:15 3 13 16 09:00-09:15 163 198 361 03:00-03:15 197 205 402 09:00-09:15 42 54 96 03:15-03:30 1 4 5 09:15-09:30 158 214 372 03:15-03:30 178 193 371 09:15-09:30 52 50 102 03:30-03:45 4 10 14 09:30-09:45 149 207 356 03:30-03:45 187 205 392 09:30-09:45 37 49 86 03:45-04:00 6 13 19 09:45-10:00 174 234 408 03:45-04:00 190 208 398 09:45-10:00 27 43 70 04:00-04:15 7 10 17 10:00-10:15 185 234 419 04:00-04:15 202 189 391 10:00-10:15 29 43 72 04:15-04:30 5 19 24 10:15-10:30 206 215 421 04:15-04:30 189 179 368 10:15-10:30 37 32 69 04:30-04:45 18 21 39 10:30-10:45 176 238 414 04:30-04:45 165 223 388 10:30-10:45 20 27 47 04:45-05:00 14 22 36 10:45-11:00 192 230 422 04:45-05:00 171 194 365 10:45-11:00 32 13 45 05:00-05:15 10 19 29 11:00-11:15 188 239 427 05:00-05:15 199 182 381 11:00-11:15 11 18 29 05:15-05:30 15 30 45 11:15-11:30 195 254 449 05:15-05:30 178 170 348 11:15-11:30 14 16 30 05:30-05:45 28 48 76 11:30-11:45 195 222 417 05:30-05:45 154 133 287 11:30-11:45 7 13 20 05:45-06:00 34 76 110 11:45-12:00 193 237 430 05:45-06:00 152 160 312 11:45-12:00 14 12 26 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 515 902 1417 PM-PEAK HR VOLUME 752 811 1563 AM-K FACTOR(%) 6.73 PM-K FACTOR(%) 7.42 AM-D(%) 36.34 63.66 100.00 PM-D(%) 48.11 51.89 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 07:00 AM to 08:00 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 553 903 PM-PEAK HR VOLUME 768 811 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 11:00 AM to 12:00 PM PM-PEAK HR TIME 01:00 PM to 02:00 PM AM-PEAK HR VOLUME 771 952 1723 PM-PEAK HR VOLUME 728 929 1657 AM-K FACTOR(%) 8.18 PM-K FACTOR(%) 7.87 AM-D(%) 44.75 55.25 100.00 PM-D(%) 43.93 56.07 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,474 4,866 8,340 PEAK HR TIME 11:00 AM to 12:00 PM AM 12-HR PERIOD(00:00-12:00) 3,717 5,254 8,971 PEAK HR VOLUME 771 952 1723 PM 6-HR PERIOD(12:00-18:00) 4,400 4,844 9,244 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,752 6,330 12,082 PEAK HR TIME 11:00 AM to 12:00 PM 10:30 AM to 11:30 AM 24 HOUR PERIOD 9,469 11,584 21,053 PEAK HR VOLUME 771 961 D(%) 44.98 55.02 100.00 Run Date: 2017/08/10 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 07/30/2016 12:00-12:15 6 13 19 06:00-06:15 30 47 77 12:00-12:15 147 180 327 06:00-06:15 107 101 208 12:15-12:30 13 16 29 06:15-06:30 46 62 108 12:15-12:30 138 175 313 06:15-06:30 83 92 175 12:30-12:45 8 14 22 06:30-06:45 43 78 121 12:30-12:45 142 172 314 06:30-06:45 94 101 195 12:45-01:00 9 9 18 06:45-07:00 39 80 119 12:45-01:00 141 169 310 06:45-07:00 70 112 182 01:00-01:15 15 14 29 07:00-07:15 56 76 132 01:00-01:15 142 153 295 07:00-07:15 73 98 171 01:15-01:30 15 11 26 07:15-07:30 57 109 166 01:15-01:30 140 133 273 07:15-07:30 81 94 175 01:30-01:45 8 9 17 07:30-07:45 75 103 178 01:30-01:45 110 146 256 07:30-07:45 66 83 149 01:45-02:00 8 7 15 07:45-08:00 78 112 190 01:45-02:00 119 149 268 07:45-08:00 70 101 171 02:00-02:15 1 8 9 08:00-08:15 62 117 179 02:00-02:15 93 121 214 08:00-08:15 63 80 143 02:15-02:30 3 4 7 08:15-08:30 93 122 215 02:15-02:30 98 133 231 08:15-08:30 60 72 132 02:30-02:45 1 5 6 08:30-08:45 85 145 230 02:30-02:45 125 135 260 08:30-08:45 50 58 108 02:45-03:00 5 4 9 08:45-09:00 86 164 250 02:45-03:00 118 129 247 08:45-09:00 43 66 109 03:00-03:15 3 12 15 09:00-09:15 93 153 246 03:00-03:15 111 119 230 09:00-09:15 47 77 124 03:15-03:30 3 7 10 09:15-09:30 104 164 268 03:15-03:30 100 124 224 09:15-09:30 45 64 109 03:30-03:45 6 4 10 09:30-09:45 127 154 281 03:30-03:45 106 106 212 09:30-09:45 38 64 102 03:45-04:00 3 8 11 09:45-10:00 129 205 334 03:45-04:00 91 113 204 09:45-10:00 36 42 78 04:00-04:15 0 12 12 10:00-10:15 112 156 268 04:00-04:15 89 112 201 10:00-10:15 36 27 63 04:15-04:30 4 8 12 10:15-10:30 133 178 311 04:15-04:30 93 111 204 10:15-10:30 32 35 67 04:30-04:45 10 21 31 10:30-10:45 150 184 334 04:30-04:45 94 111 205 10:30-10:45 28 39 67 04:45-05:00 12 20 32 10:45-11:00 152 182 334 04:45-05:00 99 100 199 10:45-11:00 26 31 57 05:00-05:15 12 22 34 11:00-11:15 126 156 282 05:00-05:15 99 114 213 11:00-11:15 14 33 47 05:15-05:30 13 16 29 11:15-11:30 132 155 287 05:15-05:30 81 102 183 11:15-11:30 20 12 32 05:30-05:45 12 39 51 11:30-11:45 132 173 305 05:30-05:45 88 106 194 11:30-11:45 11 27 38 05:45-06:00 14 29 43 11:45-12:00 141 176 317 05:45-06:00 96 126 222 11:45-12:00 11 18 29 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 326 548 874 PM-PEAK HR VOLUME 408 462 870 AM-K FACTOR(%) 6.00 PM-K FACTOR(%) 5.98 AM-D(%) 37.30 62.70 100.00 PM-D(%) 46.90 53.10 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 326 548 PM-PEAK HR VOLUME 408 462 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:15 AM to 11:15 AM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 561 700 1261 PM-PEAK HR VOLUME 568 696 1264 AM-K FACTOR(%) 8.66 PM-K FACTOR(%) 8.68 AM-D(%) 44.49 55.51 100.00 PM-D(%) 44.94 55.06 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 2,281 3,251 5,532 PEAK HR TIME 11:45 AM to 12:45 PM AM 12-HR PERIOD(00:00-12:00) 2,465 3,563 6,028 PEAK HR VOLUME 568 703 1271 PM 6-HR PERIOD(12:00-18:00) 2,660 3,139 5,799 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 3,864 4,666 8,530 PEAK HR TIME 11:45 AM to 12:45 PM 09:45 AM to 10:45 AM 24 HOUR PERIOD 6,329 8,229 14,558 PEAK HR VOLUME 568 723 D(%) 43.47 56.53 100.00 Run Date: 2017/08/10 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 07/31/2016 12:00-12:15 11 20 31 06:00-06:15 23 41 64 12:00-12:15 97 120 217 06:00-06:15 63 82 145 12:15-12:30 12 10 22 06:15-06:30 39 55 94 12:15-12:30 107 103 210 06:15-06:30 74 77 151 12:30-12:45 8 22 30 06:30-06:45 33 43 76 12:30-12:45 81 119 200 06:30-06:45 64 92 156 12:45-01:00 11 6 17 06:45-07:00 37 57 94 12:45-01:00 98 125 223 06:45-07:00 64 78 142 01:00-01:15 9 14 23 07:00-07:15 46 52 98 01:00-01:15 83 90 173 07:00-07:15 56 86 142 01:15-01:30 10 16 26 07:15-07:30 45 67 112 01:15-01:30 81 113 194 07:15-07:30 54 80 134 01:30-01:45 5 5 10 07:30-07:45 58 97 155 01:30-01:45 81 112 193 07:30-07:45 65 68 133 01:45-02:00 6 5 11 07:45-08:00 60 66 126 01:45-02:00 81 115 196 07:45-08:00 68 57 125 02:00-02:15 4 8 12 08:00-08:15 73 72 145 02:00-02:15 64 101 165 08:00-08:15 49 54 103 02:15-02:30 2 6 8 08:15-08:30 60 81 141 02:15-02:30 79 116 195 08:15-08:30 30 42 72 02:30-02:45 2 7 9 08:30-08:45 81 104 185 02:30-02:45 63 93 156 08:30-08:45 36 34 70 02:45-03:00 0 6 6 08:45-09:00 74 120 194 02:45-03:00 75 94 169 08:45-09:00 40 46 86 03:00-03:15 2 5 7 09:00-09:15 74 110 184 03:00-03:15 67 102 169 09:00-09:15 25 59 84 03:15-03:30 4 10 14 09:15-09:30 81 100 181 03:15-03:30 94 94 188 09:15-09:30 44 40 84 03:30-03:45 3 11 14 09:30-09:45 69 104 173 03:30-03:45 91 96 187 09:30-09:45 33 28 61 03:45-04:00 3 7 10 09:45-10:00 84 124 208 03:45-04:00 76 82 158 09:45-10:00 27 30 57 04:00-04:15 2 13 15 10:00-10:15 101 116 217 04:00-04:15 90 84 174 10:00-10:15 22 32 54 04:15-04:30 2 17 19 10:15-10:30 102 121 223 04:15-04:30 85 117 202 10:15-10:30 24 26 50 04:30-04:45 4 8 12 10:30-10:45 107 108 215 04:30-04:45 79 90 169 10:30-10:45 17 29 46 04:45-05:00 7 12 19 10:45-11:00 98 113 211 04:45-05:00 86 121 207 10:45-11:00 15 13 28 05:00-05:15 11 15 26 11:00-11:15 74 117 191 05:00-05:15 85 82 167 11:00-11:15 14 18 32 05:15-05:30 8 17 25 11:15-11:30 94 103 197 05:15-05:30 79 110 189 11:15-11:30 13 11 24 05:30-05:45 14 21 35 11:30-11:45 95 103 198 05:30-05:45 69 85 154 11:30-11:45 15 15 30 05:45-06:00 18 32 50 11:45-12:00 78 131 209 05:45-06:00 65 88 153 11:45-12:00 8 13 21 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM PM-PEAK HR TIME 04:00 PM to 05:00 PM AM-PEAK HR VOLUME 288 377 665 PM-PEAK HR VOLUME 340 412 752 AM-K FACTOR(%) 6.17 PM-K FACTOR(%) 6.98 AM-D(%) 43.31 56.69 100.00 PM-D(%) 45.21 54.79 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM 04:00 PM to 05:00 PM AM-PEAK HR VOLUME 288 377 PM-PEAK HR VOLUME 351 412 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:00 AM to 11:00 AM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 408 458 866 PM-PEAK HR VOLUME 383 467 850 AM-K FACTOR(%) 8.03 PM-K FACTOR(%) 7.88 AM-D(%) 47.11 52.89 100.00 PM-D(%) 45.06 54.94 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 1,686 2,205 3,891 PEAK HR TIME 10:00 AM to 11:00 AM AM 12-HR PERIOD(00:00-12:00) 1,844 2,498 4,342 PEAK HR VOLUME 408 458 866 PM 6-HR PERIOD(12:00-18:00) 1,956 2,452 4,408 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 2,876 3,562 6,438 PEAK HR TIME 10:00 AM to 11:00 AM 11:45 AM to 12:45 PM 24 HOUR PERIOD 4,720 6,060 10,780 PEAK HR VOLUME 408 473 D(%) 43.78 56.22 100.00 Run Date: 2017/08/10 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 08/01/2016 12:00-12:15 6 12 18 06:00-06:15 25 34 59 12:00-12:15 111 135 246 06:00-06:15 79 98 177 12:15-12:30 6 15 21 06:15-06:30 22 50 72 12:15-12:30 97 133 230 06:15-06:30 60 77 137 12:30-12:45 11 10 21 06:30-06:45 31 46 77 12:30-12:45 89 112 201 06:30-06:45 67 79 146 12:45-01:00 2 10 12 06:45-07:00 37 52 89 12:45-01:00 101 133 234 06:45-07:00 55 66 121 01:00-01:15 1 10 11 07:00-07:15 39 51 90 01:00-01:15 100 125 225 07:00-07:15 53 55 108 01:15-01:30 10 15 25 07:15-07:30 37 79 116 01:15-01:30 119 132 251 07:15-07:30 66 84 150 01:30-01:45 3 8 11 07:30-07:45 58 77 135 01:30-01:45 80 121 201 07:30-07:45 57 62 119 01:45-02:00 3 9 12 07:45-08:00 56 75 131 01:45-02:00 94 126 220 07:45-08:00 46 52 98 02:00-02:15 3 3 6 08:00-08:15 42 95 137 02:00-02:15 87 105 192 08:00-08:15 40 60 100 02:15-02:30 2 5 7 08:15-08:30 73 93 166 02:15-02:30 94 113 207 08:15-08:30 39 72 111 02:30-02:45 2 1 3 08:30-08:45 63 90 153 02:30-02:45 81 113 194 08:30-08:45 30 47 77 02:45-03:00 3 6 9 08:45-09:00 71 115 186 02:45-03:00 73 105 178 08:45-09:00 29 43 72 03:00-03:15 3 7 10 09:00-09:15 80 108 188 03:00-03:15 98 97 195 09:00-09:15 24 43 67 03:15-03:30 2 5 7 09:15-09:30 68 112 180 03:15-03:30 85 95 180 09:15-09:30 37 35 72 03:30-03:45 4 6 10 09:30-09:45 63 106 169 03:30-03:45 88 101 189 09:30-09:45 24 31 55 03:45-04:00 4 6 10 09:45-10:00 89 142 231 03:45-04:00 104 96 200 09:45-10:00 25 30 55 04:00-04:15 6 9 15 10:00-10:15 87 113 200 04:00-04:15 77 100 177 10:00-10:15 26 22 48 04:15-04:30 2 4 6 10:15-10:30 92 114 206 04:15-04:30 72 106 178 10:15-10:30 16 28 44 04:30-04:45 5 16 21 10:30-10:45 89 112 201 04:30-04:45 89 90 179 10:30-10:45 9 20 29 04:45-05:00 8 22 30 10:45-11:00 106 131 237 04:45-05:00 81 85 166 10:45-11:00 11 22 33 05:00-05:15 5 12 17 11:00-11:15 94 120 214 05:00-05:15 83 81 164 11:00-11:15 5 12 17 05:15-05:30 8 16 24 11:15-11:30 102 141 243 05:15-05:30 91 75 166 11:15-11:30 12 18 30 05:30-05:45 18 30 48 11:30-11:45 121 134 255 05:30-05:45 72 76 148 11:30-11:45 13 11 24 05:45-06:00 14 30 44 11:45-12:00 112 123 235 05:45-06:00 68 88 156 11:45-12:00 13 13 26 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 249 393 642 PM-PEAK HR VOLUME 375 389 764 AM-K FACTOR(%) 5.86 PM-K FACTOR(%) 6.97 AM-D(%) 38.79 61.21 100.00 PM-D(%) 49.08 50.92 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM 03:30 PM to 04:30 PM AM-PEAK HR VOLUME 249 393 PM-PEAK HR VOLUME 375 403 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:45 AM to 11:45 AM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 423 526 949 PM-PEAK HR VOLUME 398 513 911 AM-K FACTOR(%) 8.66 PM-K FACTOR(%) 8.31 AM-D(%) 44.57 55.43 100.00 PM-D(%) 43.69 56.31 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 1,657 2,313 3,970 PEAK HR TIME 11:15AM to 12:15 PM AM 12-HR PERIOD(00:00-12:00) 1,788 2,580 4,368 PEAK HR VOLUME 446 533 979 PM 6-HR PERIOD(12:00-18:00) 2,134 2,543 4,677 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 2,970 3,623 6,593 PEAK HR TIME 11:15AM to 12:15 PM 11:15 AM to 12:15 PM 24 HOUR PERIOD 4,758 6,203 10,961 PEAK HR VOLUME 446 533 D(%) 43.41 56.59 100.00 Run Date: 2017/08/10 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 08/02/2016 12:00-12:15 4 13 17 06:00-06:15 41 80 121 12:00-12:15 213 238 451 06:00-06:15 126 133 259 12:15-12:30 8 11 19 06:15-06:30 57 82 139 12:15-12:30 221 250 471 06:15-06:30 136 129 265 12:30-12:45 5 1 6 06:30-06:45 62 116 178 12:30-12:45 192 208 400 06:30-06:45 129 114 243 12:45-01:00 3 3 6 06:45-07:00 69 155 224 12:45-01:00 199 263 462 06:45-07:00 113 98 211 01:00-01:15 2 7 9 07:00-07:15 97 172 269 01:00-01:15 199 237 436 07:00-07:15 110 114 224 01:15-01:30 13 8 21 07:15-07:30 105 233 338 01:15-01:30 182 250 432 07:15-07:30 86 95 181 01:30-01:45 2 8 10 07:30-07:45 101 172 273 01:30-01:45 185 223 408 07:30-07:45 72 83 155 01:45-02:00 2 7 9 07:45-08:00 118 180 298 01:45-02:00 192 237 429 07:45-08:00 54 54 108 02:00-02:15 5 3 8 08:00-08:15 121 213 334 02:00-02:15 179 238 417 08:00-08:15 61 73 134 02:15-02:30 5 2 7 08:15-08:30 155 200 355 02:15-02:30 208 217 425 08:15-08:30 60 72 132 02:30-02:45 4 5 9 08:30-08:45 153 227 380 02:30-02:45 169 242 411 08:30-08:45 71 62 133 02:45-03:00 3 7 10 08:45-09:00 160 243 403 02:45-03:00 204 221 425 08:45-09:00 40 63 103 03:00-03:15 3 6 9 09:00-09:15 145 201 346 03:00-03:15 186 188 374 09:00-09:15 47 52 99 03:15-03:30 5 10 15 09:15-09:30 170 236 406 03:15-03:30 181 238 419 09:15-09:30 38 34 72 03:30-03:45 4 10 14 09:30-09:45 183 229 412 03:30-03:45 205 197 402 09:30-09:45 32 41 73 03:45-04:00 6 14 20 09:45-10:00 188 243 431 03:45-04:00 193 195 388 09:45-10:00 33 23 56 04:00-04:15 3 8 11 10:00-10:15 185 237 422 04:00-04:15 191 211 402 10:00-10:15 33 21 54 04:15-04:30 5 14 19 10:15-10:30 190 223 413 04:15-04:30 197 207 404 10:15-10:30 16 22 38 04:30-04:45 11 12 23 10:30-10:45 208 241 449 04:30-04:45 97 211 308 10:30-10:45 18 16 34 04:45-05:00 9 28 37 10:45-11:00 199 230 429 04:45-05:00 128 207 335 10:45-11:00 13 18 31 05:00-05:15 12 19 31 11:00-11:15 184 255 439 05:00-05:15 198 183 381 11:00-11:15 11 14 25 05:15-05:30 14 22 36 11:15-11:30 58 228 286 05:15-05:30 197 150 347 11:15-11:30 15 12 27 05:30-05:45 24 39 63 11:30-11:45 207 253 460 05:30-05:45 173 155 328 11:30-11:45 12 11 23 05:45-06:00 32 52 84 11:45-12:00 222 255 477 05:45-06:00 141 143 284 11:45-12:00 4 12 16 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 589 883 1472 PM-PEAK HR VOLUME 770 841 1611 AM-K FACTOR(%) 7.01 PM-K FACTOR(%) 7.67 AM-D(%) 40.01 59.99 100.00 PM-D(%) 47.80 52.20 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 589 883 PM-PEAK HR VOLUME 786 841 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:15 AM to 11:15 AM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 781 949 1730 PM-PEAK HR VOLUME 825 959 1784 AM-K FACTOR(%) 8.23 PM-K FACTOR(%) 8.49 AM-D(%) 45.14 54.86 100.00 PM-D(%) 46.24 53.76 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,378 4,904 8,282 PEAK HR TIME 11:30 AM to 12:30 PM AM 12-HR PERIOD(00:00-12:00) 3,562 5,213 8,775 PEAK HR VOLUME 863 996 1859 PM 6-HR PERIOD(12:00-18:00) 4,430 5,109 9,539 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,760 6,475 12,235 PEAK HR TIME 11:30 AM to 12:30 PM 11:30 AM to 12:30 PM 24 HOUR PERIOD 9,322 11,688 21,010 PEAK HR VOLUME 863 996 D(%) 44.37 55.63 100.00 , Run Date: 2017/08/10 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: 671192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 08/03/2016 12:00-12:15 10 10 20 06:00-06:15 47 65 112 12:00-12:15 118 258 376 06:00-06:15 111 136 247 12:15-12:30 4 5 9 06:15-06:30 49 101 150 12:15-12:30 111 265 376 06:15-06:30 125 134 259 12:30-12:45 8 6 14 06:30-06:45 73 126 199 12:30-12:45 193 236 429 06:30-06:45 112 118 230 12:45-01:00 7 9 16 06:45-07:00 78 155 233 12:45-01:00 205 245 450 06:45-07:00 93 98 191 01:00-01:15 1 6 7 07:00-07:15 70 165 235 01:00-01:15 202 236 438 07:00-07:15 100 105 205 01:15-01:30 14 16 30 07:15-07:30 124 246 370 01:15-01:30 168 244 412 07:15-07:30 78 85 163 01:30-01:45 5 4 9 07:30-07:45 126 315 441 01:30-01:45 193 224 417 07:30-07:45 61 82 143 01:45-02:00 3 6 9 07:45-08:00 129 246 375 01:45-02:00 165 238 403 07:45-08:00 64 67 131 02:00-02:15 5 4 9 08:00-08:15 139 200 339 02:00-02:15 211 230 441 08:00-08:15 70 67 137 02:15-02:30 6 9 15 08:15-08:30 153 211 364 02:15-02:30 180 226 406 08:15-08:30 62 57 119 02:30-02:45 7 6 13 08:30-08:45 152 244 396 02:30-02:45 182 224 406 08:30-08:45 59 53 112 02:45-03:00 7 5 12 08:45-09:00 181 230 411 02:45-03:00 172 217 389 08:45-09:00 45 37 82 03:00-03:15 2 10 12 09:00-09:15 174 204 378 03:00-03:15 195 185 380 09:00-09:15 51 38 89 03:15-03:30 5 13 18 09:15-09:30 161 232 393 03:15-03:30 201 202 403 09:15-09:30 35 51 86 03:30-03:45 5 9 14 09:30-09:45 189 233 422 03:30-03:45 198 214 412 09:30-09:45 43 42 85 03:45-04:00 7 13 20 09:45-10:00 170 220 390 03:45-04:00 188 195 383 09:45-10:00 43 28 71 04:00-04:15 6 12 18 10:00-10:15 182 244 426 04:00-04:15 211 195 406 10:00-10:15 24 19 43 04:15-04:30 3 18 21 10:15-10:30 183 221 404 04:15-04:30 197 213 410 10:15-10:30 37 28 65 04:30-04:45 7 16 23 10:30-10:45 179 225 404 04:30-04:45 125 235 360 10:30-10:45 18 24 42 04:45-05:00 8 21 29 10:45-11:00 191 229 420 04:45-05:00 114 197 311 10:45-11:00 15 17 32 05:00-05:15 17 21 38 11:00-11:15 210 217 427 05:00-05:15 189 168 357 11:00-11:15 21 9 30 05:15-05:30 16 27 43 11:15-11:30 156 253 409 05:15-05:30 146 157 303 11:15-11:30 18 20 38 05:30-05:45 25 45 70 11:30-11:45 153 266 419 05:30-05:45 154 135 289 11:30-11:45 7 18 25 05:45-06:00 31 66 97 11:45-12:00 213 225 438 05:45-06:00 124 150 274 11:45-12:00 6 11 17 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM AM-PEAK HR VOLUME 518 1007 1525 PM-PEAK HR VOLUME 794 817 1611 AM-K FACTOR(%) 7.26 PM-K FACTOR(%) 7.67 AM-D(%) 33.97 66.03 100.00 PM-D(%) 49.29 50.71 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM 04:00 PM to 05:00 PM AM-PEAK HR VOLUME 625 1007 PM-PEAK HR VOLUME 798 840 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 11:00 AM to 12:00 PM PM-PEAK HR TIME 12:30 PM to 01:30 PM AM-PEAK HR VOLUME 732 961 1693 PM-PEAK HR VOLUME 768 961 1729 AM-K FACTOR(%) 8.06 PM-K FACTOR(%) 8.24 AM-D(%) 43.24 56.76 100.00 PM-D(%) 44.42 55.58 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,482 5,073 8,555 PEAK HR TIME 12:30 PM to 01:30 PM AM 12-HR PERIOD(00:00-12:00) 3,691 5,430 9,121 PEAK HR VOLUME 768 961 1729 PM 6-HR PERIOD(12:00-18:00) 4,142 5,089 9,231 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,440 6,433 11,873 PEAK HR TIME 12:30 PM to 01:30 PM 11:30 AM to 12:30 PM 24 HOUR PERIOD 9,131 11,863 20,994 PEAK HR VOLUME 768 1014 D(%) 43.49 56.51 100.00 Run Date: 2017/08/10 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 08/04/2016 12:00-12:15 12 15 27 06:00-06:15 41 74 115 12:00-12:15 200 228 428 06:00-06:15 74 106 180 12:15-12:30 6 7 13 06:15-06:30 59 77 136 12:15-12:30 200 224 424 06:15-06:30 77 79 156 12:30-12:45 2 7 9 06:30-06:45 79 129 208 12:30-12:45 186 244 430 06:30-06:45 77 102 179 12:45-01:00 7 5 12 06:45-07:00 73 153 226 12:45-01:00 181 235 416 06:45-07:00 74 103 177 01:00-01:15 11 10 21 07:00-07:15 72 181 253 01:00-01:15 180 235 415 07:00-07:15 63 67 130 01:15-01:30 5 8 13 07:15-07:30 97 236 333 01:15-01:30 195 223 418 07:15-07:30 60 74 134 01:30-01:45 5 8 13 07:30-07:45 116 236 352 01:30-01:45 180 210 390 07:30-07:45 59 66 125 01:45-02:00 3 9 12 07:45-08:00 53 89 142 01:45-02:00 167 203 370 07:45-08:00 58 66 124 02:00-02:15 4 8 12 08:00-08:15 109 208 317 02:00-02:15 178 195 373 08:00-08:15 44 66 110 02:15-02:30 3 2 5 08:15-08:30 119 182 301 02:15-02:30 190 200 390 08:15-08:30 50 49 99 02:30-02:45 4 10 14 08:30-08:45 148 224 372 02:30-02:45 174 202 376 08:30-08:45 37 39 76 02:45-03:00 4 5 9 08:45-09:00 156 208 364 02:45-03:00 174 196 370 08:45-09:00 29 52 81 03:00-03:15 2 7 9 09:00-09:15 143 209 352 03:00-03:15 208 199 407 09:00-09:15 37 47 84 03:15-03:30 6 8 14 09:15-09:30 153 188 341 03:15-03:30 62 76 138 09:15-09:30 37 42 79 03:30-03:45 2 10 12 09:30-09:45 165 219 384 03:30-03:45 66 118 184 09:30-09:45 22 34 56 03:45-04:00 10 18 28 09:45-10:00 201 219 420 03:45-04:00 89 97 186 09:45-10:00 24 33 57 04:00-04:15 4 9 13 10:00-10:15 180 205 385 04:00-04:15 95 103 198 10:00-10:15 18 30 48 04:15-04:30 2 10 12 10:15-10:30 199 216 415 04:15-04:30 86 96 182 10:15-10:30 15 26 41 04:30-04:45 10 15 25 10:30-10:45 188 206 394 04:30-04:45 76 109 185 10:30-10:45 12 16 28 04:45-05:00 11 23 34 10:45-11:00 208 223 431 04:45-05:00 85 102 187 10:45-11:00 16 12 28 05:00-05:15 9 22 31 11:00-11:15 215 204 419 05:00-05:15 72 106 178 11:00-11:15 11 14 25 05:15-05:30 16 22 38 11:15-11:30 197 224 421 05:15-05:30 93 81 174 11:15-11:30 12 13 25 05:30-05:45 25 47 72 11:30-11:45 147 226 373 05:30-05:45 76 87 163 11:30-11:45 8 8 16 05:45-06:00 23 62 85 11:45-12:00 193 218 411 05:45-06:00 80 115 195 11:45-12:00 12 12 24 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 532 822 1354 PM-PEAK HR VOLUME 425 490 915 AM-K FACTOR(%) 7.67 PM-K FACTOR(%) 5.18 AM-D(%) 39.29 60.71 100.00 PM-D(%) 46.45 53.55 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 532 822 PM-PEAK HR VOLUME 425 490 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:30 AM to 11:30 AM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 808 857 1665 PM-PEAK HR VOLUME 767 931 1698 AM-K FACTOR(%) 9.43 PM-K FACTOR(%) 9.62 AM-D(%) 48.53 51.47 100.00 PM-D(%) 45.17 54.83 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,311 4,554 7,865 PEAK HR TIME 12:00 PM to 01:00 PM AM 12-HR PERIOD(00:00-12:00) 3,497 4,901 8,398 PEAK HR VOLUME 767 931 1698 PM 6-HR PERIOD(12:00-18:00) 3,293 3,884 7,177 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 4,219 5,040 9,259 PEAK HR TIME 10:15 AM to 11:15 AM 12:15 PM to 01:15 PM 24 HOUR PERIOD 7,716 9,941 17,657 PEAK HR VOLUME 810 938 D(%) 43.70 56.30 100.00 Run Date: 2017/08/10 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 08/05/2016 12:00-12:15 11 14 25 06:00-06:15 41 66 107 12:00-12:15 148 255 403 06:00-06:15 153 162 315 12:15-12:30 11 5 16 06:15-06:30 56 102 158 12:15-12:30 198 267 465 06:15-06:30 147 160 307 12:30-12:45 7 9 16 06:30-06:45 52 125 177 12:30-12:45 199 240 439 06:30-06:45 109 141 250 12:45-01:00 9 7 16 06:45-07:00 75 153 228 12:45-01:00 193 229 422 06:45-07:00 131 131 262 01:00-01:15 12 13 25 07:00-07:15 81 168 249 01:00-01:15 171 238 409 07:00-07:15 95 120 215 01:15-01:30 4 11 15 07:15-07:30 109 218 327 01:15-01:30 202 229 431 07:15-07:30 109 120 229 01:30-01:45 5 8 13 07:30-07:45 134 285 419 01:30-01:45 179 205 384 07:30-07:45 77 101 178 01:45-02:00 8 9 17 07:45-08:00 139 234 373 01:45-02:00 209 245 454 07:45-08:00 69 90 159 02:00-02:15 3 6 9 08:00-08:15 123 201 324 02:00-02:15 167 241 408 08:00-08:15 69 85 154 02:15-02:30 3 4 7 08:15-08:30 143 196 339 02:15-02:30 192 245 437 08:15-08:30 50 92 142 02:30-02:45 0 5 5 08:30-08:45 140 199 339 02:30-02:45 198 202 400 08:30-08:45 78 98 176 02:45-03:00 2 9 11 08:45-09:00 180 207 387 02:45-03:00 181 238 419 08:45-09:00 79 73 152 03:00-03:15 1 8 9 09:00-09:15 166 232 398 03:00-03:15 185 183 368 09:00-09:15 52 72 124 03:15-03:30 3 7 10 09:15-09:30 165 212 377 03:15-03:30 198 203 401 09:15-09:30 68 56 124 03:30-03:45 9 8 17 09:30-09:45 184 213 397 03:30-03:45 189 228 417 09:30-09:45 57 47 104 03:45-04:00 8 8 16 09:45-10:00 190 230 420 03:45-04:00 206 240 446 09:45-10:00 53 40 93 04:00-04:15 4 11 15 10:00-10:15 199 244 443 04:00-04:15 191 217 408 10:00-10:15 39 41 80 04:15-04:30 11 16 27 10:15-10:30 201 255 456 04:15-04:30 196 217 413 10:15-10:30 37 48 85 04:30-04:45 11 19 30 10:30-10:45 201 247 448 04:30-04:45 217 252 469 10:30-10:45 31 23 54 04:45-05:00 14 24 38 10:45-11:00 191 239 430 04:45-05:00 208 218 426 10:45-11:00 26 34 60 05:00-05:15 9 23 32 11:00-11:15 210 233 443 05:00-05:15 193 205 398 11:00-11:15 16 26 42 05:15-05:30 23 39 62 11:15-11:30 178 227 405 05:15-05:30 193 199 392 11:15-11:30 24 21 45 05:30-05:45 31 48 79 11:30-11:45 224 231 455 05:30-05:45 185 188 373 11:30-11:45 21 22 43 05:45-06:00 25 60 85 11:45-12:00 195 224 419 05:45-06:00 154 157 311 11:45-12:00 10 24 34 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM PM-PEAK HR TIME 03:45 PM to 04:45 PM AM-PEAK HR VOLUME 539 916 1455 PM-PEAK HR VOLUME 810 926 1736 AM-K FACTOR(%) 6.49 PM-K FACTOR(%) 7.74 AM-D(%) 37.04 62.96 100.00 . PM-D(%) 46.66 53.34 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 07:15 AM to 08:15 AM PM-PEAK HR TIME 04:15 PM to 05:15 PM 03:45 PM to 04:45 PM AM-PEAK HR VOLUME 586 938 PM-PEAK HR VOLUME 814 926 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:00 AM to 11:00 AM PM-PEAK HR TIME 03:45 PM to 04:45 PM AM-PEAK HR VOLUME 792 985 1777 PM-PEAK HR VOLUME 810 926 1736 AM-K FACTOR(%) 7.92 PM-K FACTOR(%) 7.74 AM-D(%) 44.57 55.43 100.00 PM-D(%) 46.66 53.34 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,577 4,941 8,518 PEAK HR TIME 10:00 AM to 11:00 AM AM 12-HR PERIOD(00:00-12:00) 3,801 5,312 9,113 PEAK HR VOLUME 792 985 1777 PM 6-HR PERIOD(12:00-18:00) 4,552 5,341 9,893 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 6,152 7,168 13,320 PEAK HR TIME 11:00 AM to 12:00 PM 12:00 PM to 01:00 PM 24 HOUR PERIOD 9,953 12,480 22,433 PEAK HR VOLUME 807 991 D(%) 44.37 55.63 100.00 Run Date: 2017/08/10 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 08/06/2016 12:00-12:15 13 18 31 06:00-06:15 35 49 84 12:00-12:15 142 180 322 06:00-06:15 88 112 200 12:15-12:30 14 12 26 06:15-06:30 38 63 101 12:15-12:30 160 172 332 06:15-06:30 94 71 165 12:30-12:45 28 7 35 06:30-06:45 47 83 130 12:30-12:45 139 186 325 06:30-06:45 81 79 160 12:45-01:00 7 18 25 06:45-07:00 55 110 165 12:45-01:00 120 186 306 06:45-07:00 89 95 184 01:00-01:15 7 18 25 07:00-07:15 58 74 132 01:00-01:15 143 179 322 07:00-07:15 66 79 145 01:15-01:30 7 10 17 07:15-07:30 76 94 170 01:15-01:30 120 187 307 07:15-07:30 63 64 127 01:30-01:45 14 10 24 07:30-07:45 82 119 201 01:30-01:45 129 161 290 07:30-07:45 77 89 166 01:45-02:00 6 4 10 07:45-08:00 78 121 199 01:45-02:00 133 167 300 07:45-08:00 70 64 134 02:00-02:15 9 13 22 08:00-08:15 83 123 206 02:00-02:15 136 142 278 08:00-08:15 69 61 130 02:15-02:30 6 12 18 08:15-08:30 85 132 217 02:15-02:30 116 137 253 08:15-08:30 57 63 120 02:30-02:45 5 11 16 08:30-08:45 114 162 276 02:30-02:45 119 143 262 08:30-08:45 58 43 101 02:45-03:00 7 8 15 08:45-09:00 121 156 277 02:45-03:00 126 140 266 08:45-09:00 46 57 103 03:00-03:15 6 8 14 09:00-09:15 101 148 249 03:00-03:15 125 136 261 09:00-09:15 73 50 123 03:15-03:30 6 8 14 09:15-09:30 105 169 274 03:15-03:30 130 133 263 09:15-09:30 55 57 112 03:30-03:45 5 8 13 09:30-09:45 126 185 311 03:30-03:45 109 117 226 09:30-09:45 37 44 81 03:45-04:00 4 14 18 09:45-10:00 160 178 338 03:45-04:00 90 107 197 09:45-10:00 54 42 96 04:00-04:15 9 10 19 10:00-10:15 159 169 328 04:00-04:15 122 124 246 10:00-10:15 54 31 85 04:15-04:30 8 13 21 10:15-10:30 128 148 276 04:15-04:30 105 129 234 10:15-10:30 29 28 57 04:30-04:45 9 16 25 10:30-10:45 150 192 342 04:30-04:45 103 119 222 10:30-10:45 24 36 60 04:45-05:00 14 26 40 10:45-11:00 155 178 333 04:45-05:00 92 137 229 10:45-11:00 20 23 43 05:00-05:15 14 18 32 11:00-11:15 136 197 333 05:00-05:15 89 145 234 11:00-11:15 16 19 35 05:15-05:30 12 24 36 11:15-11:30 139 167 306 05:15-05:30 114 124 238 11:15-11:30 18 24 42 05:30-05:45 18 29 47 11:30-11:45 145 172 317 05:30-05:45 92 108 200 11:30-11:45 16 27 43 05:45-06:00 20 46 66 11:45-12:00 159 185 344 05:45-06:00 78 99 177 11:45-12:00 22 11 33 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 403 573 976 PM-PEAK HR VOLUME 454 493 947 AM-K FACTOR(%) 6.36 PM K FACTOR(%) 6.17 AM-D(%) 41.29 58.71 100.00 PM-D(%) 47.94 52.06 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM 04:15 PM to 05:15 PM AM-PEAK HR VOLUME 403 573 PM-PEAK HR VOLUME 454 530 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:30 AM to 11:30 AM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 580 734 1314 PM-PEAK HR VOLUME 561 724 1285 AM-K FACTOR(%) 8.56 PM-K FACTOR(%) 8.37 AM-D(%) 44.14 55.86 100.00 PM-D(%) 43.66 56.34 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 2,535 3,374 5,909 PEAK HR TIME 11:45 AM to 12:45 PM AM 12-HR PERIOD(00:00-12:00) 2,783 3,735 6,518 PEAK HR VOLUME 600 723 1323 PM 6-HR PERIOD(12:00-18:00) 2,832 3,458 6,290 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 4,108 4,727 8,835 PEAK HR TIME 11:30 AM to 12:30 PM 12:30 PM to 01:30 PM 24 HOUR PERIOD 6,891 8,462 15,353 PEAK HR VOLUME 606 738 D(%) 44.88 55.12 100.00 Run Date: 2017/08/10 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 08/07/2016 12:00-12:15 10 14 24 06:00-06:15 25 38 63 12:00-12:15 103 147 250 06:00-06:15 55 91 146 12:15-12:30 17 15 32 06:15-06:30 26 35 61 12:15-12:30 86 153 239 06:15-06:30 65 73 138 12:30-12:45 7 16 23 06:30-06:45 22 45 67 12:30-12:45 104 130 234 06:30-06:45 64 89 153 12:45-01:00 8 12 20 06:45-07:00 44 53 97 12:45-01:00 122 137 259 06:45-07:00 51 78 129 01:00-01:15 10 7 17 07:00-07:15 36 49 85 01:00-01:15 108 113 221 07:00-07:15 53 74 127 01:15-01:30 4 6 10 07:15-07:30 56 47 103 01:15-01:30 90 117 207 07:15-07:30 44 68 112 01:30-01:45 18 6 24 07:30-07:45 51 60 111 01:30-01:45 104 138 242 07:30-07:45 58 53 111 01:45-02:00 11 1 12 07:45-08:00 50 64 114 01:45-02:00 85 129 214 07:45-08:00 41 65 106 02:00-02:15 5 6 11 08:00-08:15 46 74 120 02:00-02:15 77 117 194 08:00-08:15 44 55 99 02:15-02:30 4 9 13 08:15-08:30 61 97 158 02:15-02:30 90 106 196 08:15-08:30 29 43 72 02:30-02:45 1 5 6 08:30-08:45 73 113 186 02:30-02:45 88 107 195 08:30-08:45 41 45 86 02:45-03:00 1 3 4 08:45-09:00 85 90 175 02:45-03:00 84 107 191 08:45-09:00 37 37 74 03:00-03:15 6 9 15 09:00-09:15 70 92 162 03:00-03:15 103 92 195 09:00-09:15 19 44 63 03:15-03:30 2 13 15 09:15-09:30 83 108 191 03:15-03:30 75 102 177 09:15-09:30 19 47 66 03:30-03:45 8 5 13 09:30-09:45 97 95 192 03:30-03:45 83 108 191 09:30-09:45 25 33 58 03:45-04:00 4 10 14 09:45-10:00 103 133 236 03:45-04:00 92 97 189 09:45-10:00 29 30 59 04:00-04:15 5 5 10 10:00-10:15 112 112 224 04:00-04:15 95 117 212 10:00-10:15 22 24 46 04:15-04:30 4 10 14 10:15-10:30 97 124 221 04:15-04:30 87 94 181 10:15-10:30 13 25 38 04:30-04:45 8 8 16 10:30-10:45 101 134 235 04:30-04:45 86 104 190 10:30-10:45 23 13 36 04:45-05:00 9 22 31 10:45-11:00 112 150 262 04:45-05:00 77 88 165 10:45-11:00 10 15 25 05:00-05:15 3 10 13 11:00-11:15 112 107 219 05:00-05:15 100 94 194 11:00-11:15 12 15 27 05:15-05:30 9 15 24 11:15-11:30 91 114 205 05:15-05:30 84 87 171 11:15-11:30 11 10 21 05:30-05:45 17 17 34 11:30-11:45 101 123 224 05:30-05:45 67 75 142 11:30-11:45 13 10 23 05:45-06:00 21 31 52 11:45-12:00 114 136 250 05:45-06:00 66 76 142 11:45-12:00 7 9 16 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM AM-PEAK HR VOLUME 265 374 639 PM-PEAK HR VOLUME 357 416 773 AM-K FACTOR(%) 5.79 PM-K FACTOR(%) 7.01 AM-D(%) 41.47 58.53 100.00 PM-D(%) 46.18 53.82 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:45 PM to 04:45 PM 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 265 374 PM-PEAK HR VOLUME 360 424 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:00 AM to 11:00 AM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 422 520 942 PM-PEAK HR VOLUME 415 567 982 AM-K FACTOR(%) 8.54 PM-K FACTOR(%) 8.90 AM-D(%) 44.80 55.20 100.00 PM-D(%) 42.26 57.74 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 1,768 2,193 3,961 PEAK HR TIME 12:00 PM to 01:00 PM AM 12-HR PERIOD(00:00-12:00) 1,960 2,448 4,408 PEAK HR VOLUME 415 567 982 PM 6-HR PERIOD(12:00-18:00) 2,156 2,635 4,791 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 2,941 3,681 6,622 PEAK HR TIME 12:30 PM to 01:30 PM 12:00 PM to 01:00 PM 24 HOUR PERIOD 4,901 6,129 11,030 PEAK HR VOLUME 424 567 D(%) 44.43 55.57 100.00 Run Date: 2017/08/10 Hawaii Department of Transportation Highways Division Highways Planning Survey Section Vehicle Classification Data Summary 2016 Site ID: B71192000055 Route No: 1920 Date From: 2016/07/25 0:00 Town: Hawaii Direction: +MP Date To: 2016/08/07 23:45 Location: Kilauea Avenue: Aupuni St to Kilauea Ave Functional Classification: 16 URBAN:MINOR ARTERIAL REPORT TOTALS-336 HOURS RECORDED VOLUME % NUMBER OF AXLES Cycles 6481 2.62% 12963 PC 188384 76.15% 376768 2A-4T 45364 18.34% 90728 LIGHT VEHICLE TOTALS 240229 97.11% 480459 HEAVY VEHICLES Bus 413 0.17% 1032 SINGLE UNIT TRUCK 2A-6T 736 0.30% 1472 3A-SU 2925 1.18% 8775 4A-SU 1021 0.41% 4084 SINGLE-TRAILER TRUCKS 4A-ST 132 0.05% 528 5A-ST 116 0.05% 580 6A-ST 89 0.04% 534 MULTI-TRAILER TRUCKS 5A-MT 63 0.03% 315 6A-MT 562 0.23% 3372 7A-MT 1092 0.44% 7644 HEAVY VEHICLE TOTALS 7149 2.89% 28336 CLASSIFIED VEHICLES TOTALS 247379(A) 100.00% 508795 (B) UNCLASSIFIED VEHICLES TOTALS 5 0.00% AXLE ROADTUBE CORRECTION FACTOR(A/C)= 0.972 EQUIVALENT(B/2)= 254398 (C) %TOTAL HPMS PEAK HOUR PEAK PEAK 24 HOUR K-FACTOR VOLUME: 1784 HOUR HOUR TRUCK %OF (PEAK/AADT) TRUCK VOLUME VOLUME AADT AADT (ITEM 66) 2016/08/0212:00 VOLUME SINGLE UNIT (65A-1) (65A-2) TRUCKS(TYPE 4-7) 48 2.69% 363 1.96% 9.64% COMBINATION (65B-1) 18500 (65B-2) (TYPE 8-13) 25 1.40% 146 0.79% 9.64% Traffic Data Service �._ Traffic Station Sketch N Island:Hawaii Area:Hilo Section ID/Station:B71192000055 Aupuni Street H D2 ( I Kilauea Avenue Dl I i I Maile St Meter# File Name GPS 1. v073 D1202011 B71192000055 19.71469,-155.0777 bw85 D1202012_B71192000055 19.71469,-155.0777 Station Description: Kilauea Avenue:Aupuni Street to Maile St Survey Beginning Date/Time: Survey Ending Date/Time: 12/2/2016 @ 0000 12/16/2016 @ 2400 Survey Method: Road Tube Data Type: Class Survey Crew: LM C4 Sketch Updated: By: SR Remarks: 1059 FACILITY NAME JURI FDNC AREA ROUTE CLASS TYPE NO. MILE Kilauea Avenue 16 1920 Dl=Direction to End D l:Maile St/Kanoelehua Avenue(Rte 11) D2=Direction to Begin D2:Aupuni Street/Ponahawai Street Run Date: 2017/08/11 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 12/02/2016 12:00-12:15 15 9 24 06:00-06:15 43 54 97 12:00-12:15 197 234 431 06:00-06:15 152 157 309 12:15-12:30 12 9 21 06:15-06:30 62 64 126 12:15-12:30 207 242 449 06:15-06:30 125 163 288 12:30-12:45 5 10 15 06:30-06:45 87 83 170 12:30-12:45 185 236 421 06:30-06:45 147 148 295 12:45-01:00 3 12 15 06:45-07:00 90 122 212 12:45-01:00 196 234 430 06:45-07:00 105 131 236 01:00-01:15 7 8 15 07:00-07:15 97 149 246 01:00-01:15 181 245 426 07:00-07:15 123 141 264 01:15-01:30 3 7 10 07:15-07:30 164 198 362 01:15-01:30 184 229 413 07:15-07:30 96 138 234 01:30-01:45 9 8 17 07:30-07:45 163 238 401 01:30-01:45 177 244 421 07:30-07:45 75 118 193 01:45-02:00 2 7 9 07:45-08:00 180 261 441 01:45-02:00 187 226 413 07:45-08:00 86 96 182 02:00-02:15 2 13 15 08:00-08:15 159 243 402 02:00-02:15 183 237 420 08:00-08:15 68 93 161 02:15-02:30 4 5 9 08:15-08:30 154 207 361 02:15-02:30 150 232 382 08:15-08:30 83 89 172 02:30-02:45 6 3 9 08:30-08:45 161 196 357 02:30-02:45 167 246 413 08:30-08:45 58 68 126 02:45-03:00 5 9 14 08:45-09:00 166 227 393 02:45-03:00 167 257 424 08:45-09:00 45 71 116 03:00-03:15 3 9 12 09:00-09:15 158 225 383 03:00-03:15 186 223 409 09:00-09:15 54 62 116 03:15-03:30 2 10 12 09:15-09:30 182 213 395 03:15-03:30 175 230 405 09:15-09:30 58 48 106 03:30-03:45 4 15 19 09:30-09:45 184 224 408 03:30-03:45 177 235 412 09:30-09:45 51 47 98 03:45-04:00 6 8 14 09:45-10:00 190 215 405 03:45-04:00 199 246 445 09:45-10:00 36 49 85 04:00-04:15 6 11 17 10:00-10:15 183 228 411 04:00-04:15 212 218 430 10:00-10:15 33 54 87 04:15-04:30 10 12 22 10:15-10:30 185 255 440 04:15-04:30 175 221 396 10:15-10:30 39 35 74 04:30-04:45 9 11 20 10:30-10:45 198 221 419 04:30-04:45 106 220 326 10:30-10:45 39 37 76 04:45-05:00 17 15 32 10:45-11:00 189 223 412 04:45-05:00 180 217 397 10:45-11:00 25 29 54 05:00-05:15 13 25 38 11:00-11:15 168 233 401 05:00-05:15 215 220 435 11:00-11:15 24 36 60 05:15-05:30 17 27 44 11:15-11:30 208 237 445 05:15-05:30 188 215 403 11:15-11:30 20 38 58 05:30-05:45 35 37 72 11:30-11:45 218 214 432 05:30-05:45 164 232 396 11:30-11:45 18 18 36 05:45-06:00 30 43 73 11:45-12:00 199 243 442 05:45-06:00 177 194 371 11:45-12:00 18 20 38 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 666 940 1606 PM-PEAK HR VOLUME 763 929 1692 AM-K FACTOR(%) 7.16 PM-K FACTOR(%) 7.54 AM-D(%) 41.47 58.53 100.00 PM-D(%) 45.09 54.91 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:15 AM to 08:15 AM 07:30 AM to 08:30 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 666 949 PM-PEAK HR VOLUME 763 934 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 11:00 AM to 12:00 PM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 793 927 1720 PM-PEAK HR VOLUME 785 946 1731 AM-K FACTOR(%) 7.66 PM-K FACTOR(%) 7.71 AM-D(%) 46.10 53.90 100.00 PM-D(%) 45.35 54.65 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,788 4,773 8,561 PEAK HR TIME 11:30 AM to 12:30 PM AM 12-HR PERIOD(00:00-12:00) 4,013 5,096 9,109 PEAK HR VOLUME 821 933 1754 PM 6-HR PERIOD(12:00-18:00) 4,335 5,533 9,868 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,913 7,419 13,332 PEAK HR TIME 11:15AM to 12:15 PM 02:00 PM to 03:00 PM 24 HOUR PERIOD 9,926 12,515 22,441 PEAK HR VOLUME 822 972 D(%) 44.23 55.77 100.00 Run Date: 2017/08/11 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave , TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 12/03/2016 12:00-12:15 18 27 45 06:00-06:15 33 42 75 12:00-12:15 139 197 336 06:00-06:15 86 116 202 12:15-12:30 9 18 27 06:15-06:30 47 47 94 12:15-12:30 124 194 318 06:15-06:30 91 110 201 12:30-12:45 15 13 28 06:30-06:45 43 47 90 12:30-12:45 148 172 320 06:30-06:45 80 111 191 12:45-01:00 6 14 20 06:45-07:00 61 69 130 12:45-01:00 158 173 331 06:45-07:00 90 107 197 01:00-01:15 10 15 25 07:00-07:15 58 72 130 01:00-01:15 149 169 318 07:00-07:15 81 103 184 01:15-01:30 13 10 23 07:15-07:30 72 68 140 01:15-01:30 139 172 311 07:15-07:30 64 102 166 01:30-01:45 8 15 23 07:30-07:45 64 82 146 01:30-01:45 146 167 313 07:30-07:45 63 90 153 01:45-02:00 12 8 20 07:45-08:00 75 106 181 01:45-02:00 133 190 323 07:45-08:00 70 95 165 02:00-02:15 8 2 10 08:00-08:15 81 124 205 02:00-02:15 162 153 315 08:00-08:15 67 87 154 02:15-02:30 4 13 17 08:15-08:30 110 110 220 02:15-02:30 138 149 287 08:15-08:30 62 69 131 02:30-02:45 3 9 12 08:30-08:45 108 141 249 02:30-02:45 138 163 301 08:30-08:45 47 76 123 02:45-03:00 2 9 11 08:45-09:00 107 149 256 02:45-03:00 123 165 288 08:45-09:00 43 60 103 03:00-03:15 9 12 21 09:00-09:15 110 148 258 03:00-03:15 128 168 296 09:00-09:15 39 43 82 03:15-03:30 5 9 14 09:15-09:30 110 157 267 03:15-03:30 130 142 272 09:15-09:30 53 53 106 03:30-03:45 9 9 18 09:30-09:45 113 209 322 03:30-03:45 106 124 230 09:30-09:45 33 40 73 03:45-04:00 5 11 16 09:45-10:00 140 178 318 03:45-04:00 124 120 244 09:45-10:00 30 47 77 04:00-04:15 4 16 20 10:00-10:15 141 179 320 04:00-04:15 120 125 245 10:00-10:15 26 51 77 04:15-04:30 6 15 21 10:15-10:30 128 185 313 04:15-04:30 101 133 234 10:15-10:30 31 20 51 04:30-04:45 10 9 19 10:30-10:45 161 190 351 04:30-04:45 111 146 257 10:30-10:45 25 26 51 04:45-05:00 11 4 15 10:45-11:00 159 175 334 04:45-05:00 109 125 234 10:45-11:00 19 26 45 05:00-05:15 14 25 39 11:00-11:15 154 188 342 05:00-05:15 120 145 265 11:00-11:15 11 23 34 05:15-05:30 14 16 30 11:15-11:30 127 204 331 05:15-05:30 111 101 212 11:15-11:30 19 23 42 05:30-05:45 18 20 38 11:30-11:45 151 169 320 05:30-05:45 85 138 223 11:30-11:45 16 19 35 05:45-06:00 18 23 41 11:45-12:00 120 211 331 05:45-06:00 101 104 205 11:45-12:00 17 22 39 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 406 524 930 PM-PEAK HR VOLUME 488 554 1042 AM-K FACTOR(%) 5.95 PM-K FACTOR(%) 6.66 AM-D(%) 43.66 56.34 100.00 PM-D(%) 46.83 53.17 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 406 524 PM-PEAK HR VOLUME 488 554 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:30 AM to 11:30 AM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 601 757 1358 PM-PEAK HR VOLUME 569 736 1305 AM-K FACTOR(%) 8.69 PM-K FACTOR(%) 8.35 AM-D(%) 44.26 55.74 100.00 PM-D(%) 43.60 56.40 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 2,473 3,250 5,723 PEAK HR TIME 10:30 AM to 11:30 AM AM 12-HR PERIOD(00:00-12:00) 2,704 3,572 6,276 PEAK HR VOLUME 601 757 1358 PM 6-HR PERIOD(12:00-18:00) 3,043 3,635 6,678 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 4,206 5,154 9,360 PEAK HR TIME 10:15 AM to 11:15 AM 11:15 AM to 12:15 PM 24 HOUR PERIOD 6,910 8,726 15,636 PEAK HR VOLUME 602 781 D(%) 44.19 55.81 100.00 Run Date: 2017/08/11 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 12/04/2016 12:00-12:15 8 15 23 06:00-06:15 23 24 47 12:00-12:15 147 156 303 06:00-06:15 78 96 174 12:15-12:30 11 15 26 06:15-06:30 18 22 40 12:15-12:30 126 160 286 06:15-06:30 60 97 157 12:30-12:45 9 11 20 06:30-06:45 28 29 57 12:30-12:45 104 151 255 06:30-06:45 71 86 157 12:45-01:00 10 11 21 06:45-07:00 20 41 61 12:45-01:00 103 143 246 06:45-07:00 49 81 130 01:00-01:15 5 12 17 07:00-07:15 36 44 80 01:00-01:15 107 131 238 07:00-07:15 63 75 138 01:15-01:30 8 18 26 07:15-07:30 35 52 87 01:15-01:30 113 144 257 07:15-07:30 52 78 130 01:30-01:45 11 11 22 07:30-07:45 43 58 101 01:30-01:45 109 129 238 07:30-07:45 42 52 94 01:45-02:00 7 10 17 07:45-08:00 50 53 103 01:45-02:00 122 129 251 07:45-08:00 39 41 80 02:00-02:15 4 7 11 08:00-08:15 58 60 118 02:00-02:15 108 144 252 08:00-08:15 35 62 97 02:15-02:30 4 10 14 08:15-08:30 65 69 134 02:15-02:30 107 130 237 08:15-08:30 41 50 91 02:30-02:45 4 6 10 08:30-08:45 68 75 143 02:30-02:45 82 139 221 08:30-08:45 34 44 78 02:45-03:00 8 5 13 08:45-09:00 65 96 161 02:45-03:00 103 141 244 08:45-09:00 39 33 72 03:00-03:15 7 9 16 09:00-09:15 66 119 185 03:00-03:15 78 138 216 09:00-09:15 42 53 95 03:15-03:30 4 8 12 09:15-09:30 76 112 188 03:15-03:30 105 115 220 09:15-09:30 32 63 95 03:30-03:45 2 12 14 09:30-09:45 82 100 182 03:30-03:45 91 136 227 09:30-09:45 20 41 61 03:45-04:00 5 7 12 09:45-10:00 93 111 204 03:45-04:00 99 112 211 09:45-10:00 29 33 62 04:00-04:15 3 8 11 10:00-10:15 105 131 236 04:00-04:15 98 119 217 10:00-10:15 23 35 58 04:15-04:30 7 8 15 10:15-10:30 113 123 236 04:15-04:30 91 111 202 10:15-10:30 15 22 37 04:30-04:45 3 10 13 10:30-10:45 110 144 254 04:30-04:45 91 118 209 10:30-10:45 19 23 42 04:45-05:00 11 11 22 10:45-11:00 103 137 240 04:45-05:00 112 107 219 10:45-11:00 10 16 26 05:00-05:15 6 14 20 11:00-11:15 99 134 233 05:00-05:15 89 105 194 11:00-11:15 11 16 27 05:15-05:30 9 11 20 11:15-11:30 87 118 205 05:15-05:30 91 125 216 11:15-11:30 9 11 20 05:30-05:45 15 13 28 11:30-11:45 104 133 237 05:30-05:45 76 100 176 11:30-11:45 18 13 31 05:45-06:00 19 20 39 11:45-12:00 116 149 265 05:45-06:00 58 95 153 11:45-12:00 5 10 15 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 256 300 556 PM-PEAK HR VOLUME 393 482 875 AM-K FACTOR(%) 4.75 PM-K FACTOR(%) 7.48 AM-D(%) 46.04 53.96 100.00 PM-D(%) 44.91 55.09 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 08:00 AM to 09:00 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 256 300 PM-PEAK HR VOLUME 393 501 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:00 AM to 11:00 AM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 431 535 966 PM-PEAK HR VOLUME 480 610 1090 AM-K FACTOR(%) 8.26 PM-K FACTOR(%) 9.32 AM-D(%) 44.62 55.38 100.00 PM-D(%) 44.04 55.96 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 1,663 2,134 3,797 PEAK HR TIME 11:45 AM to 12:45 PM AM 12-HR PERIOD(00:00-12:00) 1,843 2,396 4,239 PEAK HR VOLUME 493 616 1109 PM 6-HR PERIOD(12:00-18:00) 2,410 3,078 5,488 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 3,246 4,209 7,455 PEAK HR TIME 11:30 AM to 12:30 PM 11:45 AM to 12:45 PM 24 HOUR PERIOD 5,089 6,605 11,694 PEAK HR VOLUME 493 616 D(%) 43.52 56.48 100.00 Run Date: 2017/08/11 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 12/05/2016 12:00-12:15 9 8 17 06:00-06:15 31 56 87 12:00-12:15 215 221 436 06:00-06:15 130 163 293 12:15-12:30 9 8 17 06:15-06:30 51 55 106 12:15-12:30 199 227 426 06:15-06:30 139 152 291 12:30-12:45 12 9 21 06:30-06:45 64 82 146 12:30-12:45 186 217 403 06:30-06:45 126 132 258 12:45-01:00 7 7 14 06:45-07:00 79 132 211 12:45-01:00 188 233 421 06:45-07:00 95 113 208 01:00-01:15 3 7 10 07:00-07:15 84 149 233 01:00-01:15 191 240 431 07:00-07:15 79 132 211 01:15-01:30 11 7 18 07:15-07:30 123 169 292 01:15-01:30 193 236 429 07:15-07:30 77 108 185 01:30-01:45 1 6 7 07:30-07:45 158 242 400 01:30-01:45 177 230 407 07:30-07:45 72 95 167 01:45-02:00 4 11 15 07:45-08:00 176 247 423 01:45-02:00 191 210 401 07:45-08:00 79 85 164 02:00-02:15 4 4 8 08:00-08:15 144 258 402 02:00-02:15 191 217 408 08:00-08:15 105 79 184 02:15-02:30 3 7 10 08:15-08:30 153 241 394 02:15-02:30 192 208 400 08:15-08:30 73 77 150 02:30-02:45 3 7 10 08:30-08:45 144 213 357 02:30-02:45 192 196 388 08:30-08:45 55 79 134 02:45-03:00 2 7 9 08:45-09:00 153 194 347 02:45-03:00 185 237 422 08:45-09:00 44 64 108 03:00-03:15 6 12 18 09:00-09:15 164 216 380 03:00-03:15 213 259 472 09:00-09:15 40 51 91 03:15-03:30 0 9 9 09:15-09:30 165 206 371 03:15-03:30 174 213 387 09:15-09:30 58 49 107 03:30-03:45 5 9 14 09:30-09:45 161 180 341 03:30-03:45 187 214 401 09:30-09:45 30 45 75 03:45-04:00 3 6 9 09:45-10:00 164 214 378 03:45-04:00 188 222 410 09:45-10:00 25 37 62 04:00-04:15 5 11 16 10:00-10:15 194 231 425 04:00-04:15 198 225 423 10:00-10:15 35 24 59 04:15-04:30 5 7 12 10:15-10:30 188 211 399 04:15-04:30 208 195 403 10:15-10:30 29 43 72 04:30-04:45 11 18 29 10:30-10:45 181 225 406 04:30-04:45 85 217 302 10:30-10:45 19 26 45 04:45-05:00 11 15 26 10:45-11:00 183 234 417 04:45-05:00 143 213 356 10:45-11:00 26 21 47 05:00-05:15 12 19 31 11:00-11:15 196 209 405 05:00-05:15 200 195 395 11:00-11:15 25 22 47 05:15-05:30 17 30 47 11:15-11:30 197 242 439 05:15-05:30 165 184 349 11:15-11:30 9 20 29 05:30-05:45 30 23 53 11:30-11:45 187 247 434 05:30-05:45 170 209 379 11:30-11:45 8 15 23 05:45-06:00 29 51 80 11:45-12:00 204 224 428 05:45-06:00 152 176 328 11:45-12:00 6 8 14 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 631 988 1619 PM-PEAK HR VOLUME 762 908 1670 AM-K FACTOR(%) 7.59 PM-K FACTOR(%) 7.83 AM-D(%) 38.97 61.03 100.00 PM-D(%) 45.63 54.37 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM 07;30 AM to 08:30 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 631 988 PM-PEAK HR VOLUME 781 908 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 11:00 AM to 12:00 PM PM-PEAK HR TIME 12:45 PM to 01:45 PM AM-PEAK HR VOLUME 784 922 1706 PM-PEAK HR VOLUME 749 939 1688 AM-K FACTOR(%) 8.00 PM-K FACTOR(%) 7.92 AM-D(%) 45.96 54.04 100.00 PM-D(%) 44.37 55.63 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,544 4,677 8,221 PEAK HR TIME 11:15 AM to 12:15 PM AM 12-HR PERIOD(00:00-12:00) 3,746 4,975 8,721 PEAK HR VOLUME 803 934 1737 PM 6-HR PERIOD(12:00-18:00) 4,383 5,194 9,577 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,767 6,834 , 12,601 PEAK HR TIME 11:30 AM to 12:30 PM 12:45 PM to 01:45 PM 24 HOUR PERIOD 9,513 11,809 21,322 PEAK HR VOLUME 805 939 D(%) 44.62 55.38 100.00 Run Date: 2017/08/11 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 12/06/2016 12:00-12:15 14 18 32 06:00-06:15 39 60 99 12:00-12:15 217 221 438 06:00-06:15 145 160 305 12:15-12:30 6 18 24 06:15-06:30 46 65 111 12:15-12:30 186 212 398 06:15-06:30 157 149 306 12:30-12:45 11 9 20 06:30-06:45 58 74 132 12:30-12:45 201 236 437 06:30-06:45 133 146 279 12:45-01:00 7 18 25 06:45-07:00 78 125 203 12:45-01:00 204 256 460 06:45-07:00 117 143 260 01:00-01:15 4 8 12 07:00-07:15 92 151 243 01:00-01:15 185 248 433 07:00-07:15 110 116 226 01:15-01:30 10 9 19 07:15-07:30 137 201 338 01:15-01:30 153 226 379 07:15-07:30 95 113 208 01:30-01:45 6 9 15 07:30-07:45 170 204 374 01:30-01:45 202 244 446 07:30-07:45 71 97 168 01:45-02:00 5 8 13 07:45-08:00 175 289 464 01:45-02:00 184 235 419 07:45-08:00 77 84 161 02:00-02:15 4 3 7 08:00-08:15 126 221 347 02:00-02:15 184 218 402 08:00-08:15 56 88 144 02:15-02:30 4 5 9 08:15-08:30 139 229 368 02:15-02:30 176 213 389 08:15-08:30 73 80 153 02:30-02:45 4 5 9 08:30-08:45 123 187 310 02:30-02:45 191 217 408 08:30-08:45 55 74 129 02:45-03:00 3 6 9 08:45-09:00 169 205 374 02:45-03:00 203 203 406 08:45-09:00 51 61 112 03:00-03:15 5 8 13 09:00-09:15 162 202 364 03:00-03:15 198 239 437 09:00-09:15 53 61 114 03:15-03:30 3 10 13 09:15-09:30 195 220 415 03:15-03:30 147 230 377 09:15-09:30 41 35 76 03:30-03:45 4 9 13 09:30-09:45 155 200 355 03:30-03:45 171 247 418 09:30-09:45 50 58 108 03:45-04:00 7 8 15 09:45-10:00 194 214 408 03:45-04:00 182 231 413 09:45-10:00 42 30 72 04:00-04:15 4 15 19 10:00-10:15 183 233 416 04:00-04:15 220 229 449 10:00-10:15 33 30 63 04:15-04:30 6 12 18 10:15-10:30 171 227 398 04:15-04:30 199 229 428 10:15-10:30 20 25 45 04:30-04:45 9 14 23 10:30-10:45 200 186 386 04:30-04:45 128 244 372 10:30-10:45 18 27 45 04:45-05:00 19 16 35 10:45-11:00 192 221 413 04:45-05:00 140 234 374 10:45-11:00 9 21 30 05:00-05:15 9 24 33 11:00-11:15 190 218 408 05:00-05:15 183 221 404 11:00-11:15 15 29 44 05:15-05:30 16 27 43 11:15-11:30 220 215 435 05:15-05:30 185 183 368 11:15-11:30 15 13 28 05:30-05:45 25 21 46 11:30-11:45 181 237 418 05:30-05:45 173 179 352 11:30-11:45 17 17 34 05:45-06:00 37 49 86 11:45-12:00 196 228 424 05:45-06:00 128 156 284 11:45-12:00 13 13 26 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM AM-PEAK HR VOLUME 610 943 1553 PM-PEAK HR VOLUME 772 936 1708 AM-K FACTOR(%) 7.20 PM-K FACTOR(%) 7.91 AM-D(%) 39.28 60.72 100.00 PM-D(%) 45.20 54.80 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM 07:30 AM to 08:30 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 610 943 PM-PEAK HR VOLUME 772 947 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 11:00 AM to 12:00 PM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 787 898 1685 PM-PEAK HR VOLUME 808 925 1733 AM-K FACTOR(%) 7.81 PM-K FACTOR(%) . 8.03 AM-D(%) 46.71 53.29 100.00 PM-D(%) 46.62 53.38 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,591 4,612 8,203 PEAK HR TIME 12:00 PM to 01:00 PM AM 12-HR PERIOD(00:00-12:00) 3,813 4,941 8,754 PEAK HR VOLUME 808 925 1733 PM 6-HR PERIOD(12:00-18:00) 4,340 5,351 9,691 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,806 7,021 12,827 PEAK HR TIME 11:15AM to 12:15 PM 12:45 PM to 01:45 PM 24 HOUR PERIOD 9,619 11,962 21,581 PEAK HR VOLUME 814 974 D(%) 44.57 55.43 100.00 Run Date: 2017/08/11 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 12/07/2016 12:00-12:15 7 23 30 06:00-06:15 38 56 94 12:00-12:15 203 259 462 06:00-06:15 152 146 298 12:15-12:30 7 5 12 06:15-06:30 47 67 114 12:15-12:30 204 235 439 06:15-06:30 124 135 259 12:30-12:45 9 10 19 06:30-06:45 50 88 138 12:30-12:45 202 256 458 06:30-06:45 103 138 241 12:45-01:00 5 14 19 06:45-07:00 96 111 207 12:45-01:00 185 214 399 06:45-07:00 113 110 223 01:00-01:15 1 14 15 07:00-07:15 69 141 210 01:00-01:15 174 229 403 07:00-07:15 95 105 200 01:15-01:30 8 9 17 07:15-07:30 111 197 308 01:15-01:30 195 212 407 07:15-07:30 91 103 194 01:30-01:45 8 5 13 07:30-07:45 144 240 384 01:30-01:45 183 225 408 07:30-07:45 67 99 166 01:45-02:00 7 6 13 07:45-08:00 153 270 423 01:45-02:00 201 242 443 07:45-08:00 58 78 136 02:00-02:15 1 6 7 08:00-08:15 146 254 400 02:00-02:15 176 208 384 08:00-08:15 70 81 151 02:15-02:30 1 10 11 08:15-08:30 151 220 371 02:15-02:30 193 239 432 08:15-08:30 40 58 98 02:30-02:45 4 5 9 08:30-08:45 148 223 371 02:30-02:45 172 210 382 08:30-08:45 55 66 121 02:45-03:00 6 8 14 08:45-09:00 157 211 368 02:45-03:00 196 209 405 08:45-09:00 41 50 91 03:00-03:15 3 5 8 09:00-09:15 168 218 386 03:00-03:15 192 200 392 09:00-09:15 38 48 86 03:15-03:30 3 8 11 09:15-09:30 172 253 425 03:15-03:30 198 196 394 09:15-09:30 47 48 95 03:30-03:45 5 11 16 09:30-09:45 166 211 377 03:30-03:45 193 197 390 09:30-09:45 24 72 96 03:45-04:00 3 11 14 09:45-10:00 182 226 408 03:45-04:00 196 223 419 09:45-10:00 30 33 63 04:00-04:15 4 13 17 10:00-10:15 177 219 396 04:00-04:15 204 216 420 10:00-10:15 14 24 38 04:15-04:30 4 14 18 10:15-10:30 173 234 407 04:15-04:30 188 200 388 10:15-10:30 31 41 72 04:30-04:45 8 13 21 10:30-10:45 184 224 408 04:30-04:45 118 189 307 10:30-10:45 19 24 43 04:45-05:00 18 15 33 10:45-11:00 195 232 427 04:45-05:00 83 229 312 10:45-11:00 11 24 35 05:00-05:15 7 27 34 11:00-11:15 223 258 481 05:00-05:15 181 230 411 11:00-11:15 20 22 42 05:15-05:30 21 24 45 11:15-11:30 200 242 442 05:15-05:30 184 177 ,c361 11:15-11:30 13 24 37 05:30-05:45 25 25 50 11:30-11:45 195 232 427 05:30-05:45 156 209 365 11:30-11:45 14 14 28 05:45-06:00 25 42 67 11:45-12:00 175 251 426 05:45-06:00 147 155 302 11:45-12:00 19 17 36 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 594 984 1578 PM-PEAK HR VOLUME 791 832 1623 AM-K FACTOR(%) 7.43 PM-K FACTOR(%) 7.64 AM-D(%) 37.64 62.36 100.00 PM-D(%) 48.74 51.26 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 07:30 AM to 08:30 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM 04:15 PM to 05:15 PM AM-PEAK HR VOLUME 602 984 PM-PEAK HR VOLUME 791 848 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:45 AM to 11:45 AM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 813 964 1777 PM-PEAK HR VOLUME 794 964 1758 AM-K FACTOR(%) 8.37 PM-K FACTOR(%) 8.28 AM-D(%) 45.75 54.25 100.00 PM-D(%) 45.16 54.84 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,520 4,878 8,398 PEAK HR TIME 11:45 AM to 12:45 PM AM 12-HR PERIOD(00:00-12:00) 3,710 5,201 8,911 PEAK HR VOLUME 784 1001 1785 PM 6-HR PERIOD(12:00-18:00) 4,324 5,159 9,483 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,613 6,719 12,332 PEAK HR TIME 10:45 AM to 11:45 AM 11:45 AM to 12:45 PM 24 HOUR PERIOD 9,323 11,920 21,243 PEAK HR VOLUME 813 1001 D(%) 43.89 56.11 100.00 Run Date: 2017/08/11 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 12/08/2016 12:00-12:15 10 15 25 06:00-06:15 36 55 91 12:00-12:15 194 232 426 06:00-06:15 153 131 284 12:15-12:30 6 8 14 06:15-06:30 34 60 94 12:15-12:30 189 242 431 06:15-06:30 136 134 270 12:30-12:45 4 5 9 06:30-06:45 66 70 136 12:30-12:45 176 251 427 06:30-06:45 125 129 254 12:45-01:00 3 12 15 06:45-07:00 82 97 179 12:45-01:00 181 233 414 06:45-07:00 95 114 209 01:00-01:15 10 10 20 07:00-07:15 79 140 219 01:00-01:15 175 222 397 07:00-07:15 103 117 220 01:15-01:30 13 7 20 07:15-07:30 98 169 267 01:15-01:30 166 254 420 07:15-07:30 79 99 178 01:30-01:45 3 6 9 07:30-07:45 141 251 392 01:30-01:45 185 236 421 07:30-07:45 56 101 157 01:45-02:00 2 8 10 07:45-08:00 113 283 396 01:45-02:00 192 221 413 07:45-08:00 71 101 172 02:00-02:15 5 9 14 08:00-08:15 119 234 353 02:00-02:15 194 209 403 08:00-08:15 73 90 163 02:15-02:30 2 4 6 08:15-08:30 135 202 337 02:15-02:30 186 241 427 08:15-08:30 64 65 129 02:30-02:45 4 4 8 08:30-08:45 163 171 334 02:30-02:45 181 228 409 08:30-08:45 52 96 148 02:45-03:00 1 5 6 08:45-09:00 156 224 380 02:45-03:00 205 202 407 08:45-09:00 49 82 131 03:00-03:15 2 5 7 09:00-09:15 168 210 378 03:00-03:15 157 203 360 09:00-09:15 38 74 112 03:15-03:30 0 6 6 09:15-09:30 181 196 377 03:15-03:30 178 202 380 09:15-09:30 47 49 96 03:30-03:45 4 10 14 09:30-09:45 168 196 364 03:30-03:45 199 211 410 09:30-09:45 38 48 86 03:45-04:00 6 11 17 09:45-10:00 178 217 395 03:45-04:00 177 220 397 09:45-10:00 39 57 96 04:00-04:15 6 15 21 10:00-10:15 174 247 421 04:00-04:15 193 198 391 10:00-10:15 30 39 69 04:15-04:30 7 9 16 10:15-10:30 183 200 383 04:15-04:30 192 185 377 10:15-10:30 21 30 51 04:30-04:45 10 18 28 10:30-10:45 200 210 410 04:30-04:45 100 203 303 10:30-10:45 22 33 55 04:45-05:00 9 15 24 10:45-11:00 184 222 406 04:45-05:00 72 194 266 10:45-11:00 26 15 41 05:00-05:15 12 29 41 11:00-11:15 195 230 425 05:00-05:15 195 215 410 11:00-11:15 27 23 50 05:15-05:30 9 16 25 11:15-11:30 188 218 406 05:15-05:30 184 210 394 11:15-11:30 17 18 35 05:30-05:45 32 32 64 11:30-11:45 174 223 397 05:30-05:45 135 161 296 11:30-11:45 14 23 37 05:45-06:00 29 43 72 11:45-12:00 182 221 403 05:45-06:00 130 180 310 11:45-12:00 12 17 29 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 508 970 1478 PM-PEAK HR VOLUME 747 831 1578 AM-K FACTOR(%) 7.11 PM-K FACTOR(%) 7.59 AM-D(%) 34.37 65.63 100.00 PM-D(%) 47.34 52.66 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 07:30 AM to 08:30 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 573 970 PM-PEAK HR VOLUME 761 836 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:30 AM to 11:30 AM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 767 880 1647 PM-PEAK HR VOLUME 740 958 1698 AM-K FACTOR(%) 7.92 PM-K FACTOR(%) 8.17 AM-D(%) 46.57 53.43 100.00 PM-D(%) 43.58 56.42 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,397 4,546 7,943 PEAK HR TIME 12:00 PM to 01:00 PM AM 12-HR PERIOD(00:00-12:00) 3,586 4,848 8,434 PEAK HR VOLUME 740 958 1698 PM 6-HR PERIOD(12:00-18:00) 4,136 5,153 9,289 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,523 6,838 12,361 PEAK HR TIME 10:30 AM to 11:30 AM 12:30 PM to 01:30 PM 24 HOUR PERIOD 9,109 11,686 20,795 PEAK HR VOLUME 767 960 D(%) 43.80 56.20 100.00 Run Date: 2017/08/11 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 12/09/2016 12:00-12:15 9 17 26 06:00-06:15 40 52 92 12:00-12:15 168 263 431 06:00-06:15 131 185 316 12:15-12:30 4 14 18 06:15-06:30 41 54 95 12:15-12:30 136 217 353 06:15-06:30 146 152 298 12:30-12:45 8 16 24 06:30-06:45 69 85 154 12:30-12:45 179 247 426 06:30-06:45 105 160 265 12:45-01:00 6 13 19 06:45-07:00 115 110 225 12:45-01:00 164 222 386 06:45-07:00 121 128 249 01:00-01:15 18 5 23 07:00-07:15 78 160 238 01:00-01:15 164 234 398 07:00-07:15 109 124 233 01:15-01:30 12 14 26 07:15-07:30 111 172 283 01:15-01:30 205 267 472 07:15-07:30 89 142 231 01:30-01:45 7 12 19 07:30-07:45 133 242 375 01:30-01:45 184 254 438 07:30-07:45 74 122 196 01:45-02:00 9 12 21 07:45-08:00 132 276 408 01:45-02:00 205 231 436 07:45-08:00 82 80 162 02:00-02:15 10 10 20 08:00-08:15 118 235 353 02:00-02:15 184 261 445 08:00-08:15 69 109 178 02:15-02:30 7 6 13 08:15-08:30 141 181 322 02:15-02:30 185 216 401 08:15-08:30 64 88 152 02:30-02:45 7 8 15 08:30-08:45 140 185 325 02:30-02:45 188 208 396 08:30-08:45 70 64 134 02:45-03:00 8 5 13 08:45-09:00 147 187 334 02:45-03:00 202 216 418 08:45-09:00 49 75 124 03:00-03:15 3 6 9 09:00-09:15 178 209 387 03:00-03:15 218 236 454 09:00-09:15 46 54 100 03:15-03:30 5 12 17 09:15-09:30 151 204 355 03:15-03:30 200 208 408 09:15-09:30 56 71 127 03:30-03:45 5 7 12 09:30-09:45 181 183 364 03:30-03:45 210 224 434 09:30-09:45 54 55 109 03:45-04:00 5 10 15 09:45-10:00 172 196 368 03:45-04:00 192 208 400 09:45-10:00 55 60 115 04:00-04:15 8 14 22 10:00-10:15 172 242 414 04:00-04:15 209 225 434 10:00-10:15 43 53 96 04:15-04:30 6 6 12 10:15-10:30 197 213 410 04:15-04:30 184 214 398 10:15-10:30 39 45 84 04:30-04:45 9 14 23 10:30-10:45 200 228 428 04:30-04:45 150 203 353 10:30-10:45 20 35 55 04:45-05:00 14 11 25 10:45-11:00 199 201 400 04:45-05:00 169 233 402 10:45-11:00 31 30 61 05:00-05:15 14 16 30 11:00-11:15 215 244 459 05:00-05:15 223 208 431 11:00-11:15 41 23 64 05:15-05:30 16 19 35 11:15-11:30 186 253 439 05:15-05:30 204 204 408 11:15-11:30 26 30 56 05:30-05:45 22 37 59 11:30-11:45 194 222 416 05:30-05:45 163 189 352 11:30-11:45 18 19 37 05:45-06:00 26 41 67 11:45-12:00 125 237 362 05:45-06:00 127 192 319 11:45-12:00 18 16 34 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 524 934 1458 PM-PEAK HR VOLUME 820 876 1696 AM-K FACTOR(%) 6.68 PM-K FACTOR(%) 7.77 AM-D(%) 35.94 64.06 100.00 PM-D(%) 48.35 51.65 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 07:30 AM to 08:30 AM PM-PEAK HR TIME 03:00 PM to 04:00 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 546 934 PM-PEAK HR VOLUME 820 876 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:30 AM to 11:30 AM PM-PEAK HR TIME 01:15 PM to 02:15 PM AM-PEAK HR VOLUME 800 926 1726 PM-PEAK HR VOLUME 778 1013 1791 AM-K FACTOR(%) 7.90 PM-K FACTOR(%) 8.20 AM-D(%) 46.35 53.65 100.00 PM-D(%) 43.44 56.56 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,435 4,571 8,006 PEAK HR TIME 01:15 PM to 02:15 PM AM 12-HR PERIOD(00:00-12:00) 3,673 4,896 8,569 PEAK HR VOLUME 778 1013 1791 PM 6-HR PERIOD(12:00-18:00) 4,413 5,380 9,793 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,969 7,300 13,269 PEAK HR TIME 10:15 AM to 11:15 AM 01:15 PM to 02:15 PM 24 HOUR PERIOD 9,642 12,196 21,838 PEAK HR VOLUME 811 1013 D(%) 44.15 55.85 100.00 Run Date: 2017/08/11Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 12/10/2016 12:00-12:15 14 17 31 06:00-06:15 19 37 56 12:00-12:15 159 180 339 06:00-06:15 90 91 181 12:15-12:30 9 15 24 06:15-06:30 36 39 75 12:15-12:30 149 172 321 06:15-06:30 79 103 182 12:30-12:45 15 9 24 06:30-06:45 42 63 105 12:30-12:45 117 189 306 06:30-06:45 88 98 186 12:45-01:00 7 17 24 06:45-07:00 58 64 122 12:45-01:00 129 164 293 06:45-07:00 106 92 198 01:00-01:15 11 8 19 07:00-07:15 58 70 128 01:00-01:15 122 172 294 07:00-07:15 77 108 185 01:15-01:30 10 10 20 07:15-07:30 56 72 128 01:15-01:30 129 159 288 07:15-07:30 67 105 172 01:30-01:45 19 7 26 07:30-07:45 86 97 183 01:30-01:45 130 150 280 07:30-07:45 53 76 129 01:45-02:00 5 9 14 07:45-08:00 79 119 198 01:45-02:00 154 178 332 07:45-08:00 65 75 140 02:00-02:15 0 9 9 08:00-08:15 67 101 168 02:00-02:15 150 158 308 08:00-08:15 48 80 128 02:15-02:30 7 4 11 08:15-08:30 93 135 228 02:15-02:30 122 146 268 08:15-08:30 56 81 137 02:30-02:45 3 3 6 08:30-08:45 92 114 206 02:30-02:45 135 141 276 08:30-08:45 50 69 119 02:45-03:00 6 8 14 08:45-09:00 112 156 268 02:45-03:00 104 167 271 08:45-09:00 57 56 113 03:00-03:15 2 9 11 09:00-09:15 128 141 269 03:00-03:15 136 155 291 09:00-09:15 43 52 95 03:15-03:30 6 6 12 09:15-09:30 124 151 275 03:15-03:30 119 160 279 09:15-09:30 32 47 79 03:30-03:45 7 10 17 09:30-09:45 135 199 334 03:30-03:45 111 140 251 09:30-09:45 44 48 92 03:45-04:00 5 6 11 09:45-10:00 147 158 305 03:45-04:00 126 142 268 09:45-10:00 27 40 67 04:00-04:15 2 11 13 10:00-10:15 135 175 310 04:00-04:15 118 157 275 10:00-10:15 27 32 59 04:15-04:30 7 11 18 10:15-10:30 142 181 323 04:15-04:30 118 140 258 10:15-10:30 28 34 62 04:30-04:45 10 5 15 10:30-10:45 127 175 302 04:30-04:45 145 125 270 10:30-10:45 15 28 43 04:45-05:00 5 12 17 10:45-11:00 141 192 333 04:45-05:00 162 136 298 10:45-11:00 14 29 43 05:00-05:15 14 14 28 11:00-11:15 133 179 312 05:00-05:15 119 147 266 11:00-11:15 9 33 42 05:15-05:30 19 21 40 11:15-11:30 125 190 315 05:15-05:30 105 135 240 11:15-11:30 19 27 46 05:30-05:45 18 13 31 11:30-11:45 136 187 323 05:30-05:45 104 132 236 11:30-11:45 10 11 21 05:45-06:00 13 24 37 11:45-12:00 152 162 314 05:45-06:00 78 106 184 11:45-12:00 14 24 38 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM PM-PEAK HR TIME 04:00 PM to 05:00 PM AM-PEAK HR VOLUME 364 506 870 PM-PEAK HR VOLUME 543 558 1101 AM-K FACTOR(%) 5.69 PM-K FACTOR(%) 7.20 AM-D(%) 41.84 58.16 100.00 PM-D(%) 49.32 50.68 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 08:00 AM to 09:00 AM PM-PEAK HR TIME 04:15 PM to 05:15 PM 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 364 506 PM-PEAK HR VOLUME 544 599 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:45 AM to 11:45 AM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 535 748 1283 PM-PEAK HR VOLUME 554 705 1259 AM-K FACTOR(%) 8.39 PM-K FACTOR(%) 8.23 AM-D(%) 41.70 58.30 100.00 PM-D(%) 44.00 56.00 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 2,423 3,157 5,580 PEAK HR TIME 11:30 AM to 12:30 PM AM 12-HR PERIOD(00:00-12:00) 2,637 3,415 6,052 PEAK HR VOLUME 596 701 1297 PM 6-HR PERIOD(12:00-18:00) 3,041 3,651 6,692 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 4,159 5,090 9,249 PEAK HR TIME 11:30 AM to 12:30 PM 10:45 AM to 11:45 AM 24 HOUR PERIOD 6,796 8,505 15,301 PEAK HR VOLUME 596 748 D(%) 44.42 55.58 100.00 Run Date: 2017/08/11 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 12/11/2016 12:00-12:15 11 19 30 06:00-06:15 20 32 52 12:00-12:15 123 112 235 06:00-06:15 67 108 175 12:15-12:30 12 8 20 06:15-06:30 19 34 53 12:15-12:30 129 118 247 06:15-06:30 73 99 172 12:30-12:45 14 11 25 06:30-06:45 22 35 57 12:30-12:45 90 149 239 06:30-06:45 72 93 165 12:45-01:00 5 11 16 06:45-07:00 35 52 87 12:45-01:00 105 124 229 06:45-07:00 67 81 148 01:00-01:15 9 14 23 07:00-07:15 25 44 69 01:00-01:15 108 109 217 07:00-07:15 51 82 133 01:15-01:30 4 6 10 07:15-07:30 39 41 80 01:15-01:30 108 112 220 07:15-07:30 59 80 139 01:30-01:45 3 7 10 07:30-07:45 45 52 97 01:30-01:45 104 121 225 07:30-07:45 67 63 130 01:45-02:00 8 10 18 07:45-08:00 43 67 110 01:45-02:00 84 130 214 07:45-08:00 53 54 107 02:00-02:15 12 9 21 08:00-08:15 47 70 117 02:00-02:15 91 126 217 08:00-08:15 55 57 112 02:15-02:30 1 5 6 08:15-08:30 67 75 142 02:15-02:30 92 117 209 08:15-08:30 56 38 94 02:30-02:45 0 7 7 08:30-08:45 74 85 159 02:30-02:45 77 107 184 08:30-08:45 51 38 89 02:45-03:00 0 3 3 08:45-09:00 79 96 175 02:45-03:00 99 126 225 08:45-09:00 32 43 75 03:00-03:15 5 8 13 09:00-09:15 74 119 193 03:00-03:15 87 130 217 09:00-09:15 45 56 101 03:15-03:30 3 1 4 09:15-09:30 100 112 212 03:15-03:30 89 94 183 09:15-09:30 38 49 87 03:30-03:45 7 8 15 09:30-09:45 89 114 203 03:30-03:45 75 97 172 09:30-09:45 38 37 75 03:45-04:00 3 6 9 09:45-10:00 89 109 198 03:45-04:00 70 109 179 09:45-10:00 15 41 56 04:00-04:15 4 9 13 10:00-10:15 115 118 233 04:00-04:15 89 119 208 10:00-10:15 32 36 68 04:15-04:30 7 5 12 10:15-10:30 112 109 221 04:15-04:30 86 109 195 10:15-10:30 29 19 48 04:30-04:45 3 6 9 10:30-10:45 113 102 215 04:30-04:45 85 90 175 10:30-10:45 18 18 36 04:45-05:00 7 5 12 10:45-11:00 106 118 224 04:45-05:00 80 116 196 10:45-11:00 7 26 33 05:00-05:15 3 16 19 11:00-11:15 80 106 186 05:00-05:15 94 119 213 11:00-11:15 11 20 31 05:15-05:30 11 6 17 11:15-11:30 105 114 219 05:15-05:30 74 130 204 11:15-11:30 9 17 26 05:30-05:45 15 16 31 11:30-11:45 108 126 234 05:30-05:45 85 129 214 11:30-11:45 8 15 23 05:45-06:00 19 36 55 11:45-12:00 102 134 236 05:45-06:00 74 106 180 11:45-12:00 12 9 21 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM PM-PEAK HR TIME 04:45 PM to 05:45 PM AM-PEAK HR VOLUME 267 326 593 PM-PEAK HR VOLUME 333 494 827 AM-K FACTOR(%) 5.24 PM-K FACTOR(%) 7.31 AM-D(%) 45.03 54.97 100.00 PM-D(%) 40.27 59.73 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 08:00 AM to 09:00 AM PM-PEAK HR TIME 04:15 PM to 05:15 PM 04:45 PM to 05:45 PM AM-PEAK HR VOLUME 267 326 PM-PEAK HR VOLUME 345 494 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:00 AM to 11:00 AM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 446 447 893 PM-PEAK HR VOLUME 447 503 950 AM-K FACTOR(%) 7.89 PM-K FACTOR(%) 8.40 AM-D(%) 49.94 50.06 100.00 PM-D(%) 47.05 52.95 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 1,708 2,064 3,772 PEAK HR TIME 11:45 AM to 12:45 PM AM 12-HR PERIOD(00:00-12:00) 1,874 2,296 4,170 PEAK HR VOLUME 444 513 957 PM 6-HR PERIOD(12:00-18:00) 2,198 2,799 4,997 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 3,163 3,978 7,141 PEAK HR TIME 11:30 AM to 12:30 PM 11:45 AM to 12:45 PM 24 HOUR PERIOD 5,037 6,274 11,311 PEAK HR VOLUME 462 513 D(%) 44.53 55.47 100.00 Run Date: 2017/08/11 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 12/12/2016 12:00-12:15 5 11 16 06:00-06:15 33 54 87 12:00-12:15 168 241 409 06:00-06:15 152 153 305 12:15-12:30 8 12 20 06:15-06:30 30 42 72 12:15-12:30 200 232 432 06:15-06:30 134 128 262 12:30-12:45 6 14 20 06:30-06:45 57 106 163 12:30-12:45 189 231 420 06:30-06:45 118 125 243 12:45-01:00 8 20 28 06:45-07:00 69 98 167 12:45-01:00 174 222 396 06:45-07:00 131 130 261 01:00-01:15 9 4 13 07:00-07:15 66 141 207 01:00-01:15 179 251 430 07:00-07:15 98 118 216 01:15-01:30 10 5 15 07:15-07:30 98 159 257 01:15-01:30 174 245 419 07:15-07:30 84 97 181 01:30-01:45 4 5 9 07:30-07:45 124 250 374 01:30-01:45 197 260 457 07:30-07:45 73 97 170 01:45-02:00 6 9 15 07:45-08:00 117 250 367 01:45-02:00 195 238 433 07:45-08:00 72 74 146 02:00-02:15 5 7 12 08:00-08:15 115 251 366 02:00-02:15 167 230 397 08:00-08:15 68 100 168 02:15-02:30 6 4 10 08:15-08:30 117 195 312 02:15-02:30 207 213 420 08:15-08:30 54 76 130 02:30-02:45 2 5 7 08:30-08:45 143 210 353 02:30-02:45 202 236 438 08:30-08:45 47 86 133 02:45-03:00 4 6 10 08:45-09:00 171 209 380 02:45-03:00 173 206 379 08:45-09:00 47 61 108 03:00-03:15 4 7 11 09:00-09:15 160 210 370 03:00-03:15 175 201 376 09:00-09:15 61 60 121 03:15-03:30 4 10 14 09:15-09:30 144 213 357 03:15-03:30 173 224 397 09:15-09:30 56 38 94 03:30-03:45 6 6 12 09:30-09:45 192 208 400 03:30-03:45 174 189 363 09:30-09:45 50 46 96 03:45-04:00 4 7 11 09:45-10:00 168 218 386 03:45-04:00 213 205 418 09:45-10:00 27 44 71 04:00-04:15 8 9 17 10:00-10:15 165 221 386 04:00-04:15 208 211 419 10:00-10:15 32 44 76 04:15-04:30 3 13 16 10:15-10:30 161 194 355 04:15-04:30 196 193 389 10:15-10:30 21 32 53 04:30-04:45 8 6 14 10:30-10:45 179 198 377 04:30-04:45 112 214 326 10:30-10:45 19 29 48 04:45-05:00 14 17 31 10:45-11:00 180 211 391 04:45-05:00 159 209 368 10:45-11:00 13 25 38 05:00-05:15 10 22 32 11:00-11:15 206 233 439 05:00-05:15 218 210 428 11:00-11:15 18 22 40 05:15-05:30 10 20 30 11:15-11:30 180 230 410 05:15-05:30 165 163 328 11:15-11:30 10 10 20 05:30-05:45 23 31 54 11:30-11:45 202 246 448 05:30-05:45 157 174 331 11:30-11:45 16 15 31 05:45-06:00 39 43 82 11:45-12:00 196 225 421 05:45-06:00 136 140 276 11:45-12:00 24 17 41 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 473 946 1419 PM-PEAK HR VOLUME 768 829 1597 AM-K FACTOR(%) 6.81 PM-K FACTOR(%) 7.66 AM-D(%) 33.33 66.67 100.00 PM-D(%) 48.09 51.91 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 07:30 AM to 08:30 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 546 946 PM-PEAK HR VOLUME 791 829 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 11:00 AM to 12:00 PM PM-PEAK HR TIME 01:00 PM to 02:00 PM AM-PEAK HR VOLUME 784 934 1718 PM-PEAK HR VOLUME 745 994 1739 AM-K FACTOR(%) 8.24 PM-K FACTOR(%) 8.34 AM-D(%) 45.63 54.37 100.00 PM-D(%) 42.84 57.16 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,273 4,572 7,845 PEAK HR TIME 01:00 PM to 02:00 PM AM 12-HR PERIOD(00:00-12:00) 3,479 4,865 8,344 PEAK HR VOLUME 745 994 1739 PM 6-HR PERIOD(12:00-18:00) 4,311 5,138 9,449 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,736 6,765 12,501 PEAK HR TIME 11:00 AM to 12:00 PM 01:00 PM to 02:00 PM 24 HOUR PERIOD 9,215 11,630 20,845 PEAK HR VOLUME 784 994 D(%) 44.21 55.79 100.00 Run Date: 2017/08/11 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 12/13/2016 12:00-12:15 10 16 26 06:00-06:15 27 58 85 12:00-12:15 204 245 449 06:00-06:15 143 123 266 12:15-12:30 15 9 24 06:15-06:30 57 62 119 12:15-12:30 211 243 454 06:15-06:30 131 137 268 12:30-12:45 5 13 18 06:30-06:45 48 63 111 12:30-12:45 178 242 420 06:30-06:45 128 145 273 12:45-01:00 5 5 10 06:45-07:00 74 120 194 12:45-01:00 178 254 432 06:45-07:00 86 109 195 01:00-01:15 5 10 15 07:00-07:15 84 123 207 01:00-01:15 180 247 427 07:00-07:15 106 121 227 01:15-01:30 8 9 17 07:15-07:30 103 166 269 01:15-01:30 180 260 440 07:15-07:30 97 105 202 01:30-01:45 12 8 20 07:30-07:45 104 227 331 01:30-01:45 163 244 407 07:30-07:45 70 97 167 01:45-02:00 5 12 17 07:45-08:00 121 288 409 01:45-02:00 199 230 429 07:45-08:00 65 86 151 02:00-02:15 1 5 6 08:00-08:15 100 235 335 02:00-02:15 165 205 370 08:00-08:15 48 91 139 02:15-02:30 1 9 10 08:15-08:30 120 188 308 02:15-02:30 150 211 361 08:15-08:30 58 55 113 02:30-02:45 2 3 5 08:30-08:45 109 181 290 02:30-02:45 205 219 424 08:30-08:45 59 70 129 02:45-03:00 2 6 8 08:45-09:00 113 179 292 02:45-03:00 181 178 359 08:45-09:00 49 58 107 03:00-03:15 4 9 13 09:00-09:15 152 232 384 03:00-03:15 188 199 387 09:00-09:15 33 35 68 03:15-03:30 6 6 12 09:15-09:30 157 202 359 03:15-03:30 197 231 428 09:15-09:30 50 47 97 03:30-03:45 1 8 9 09:30-09:45 165 200 365 03:30-03:45 210 196 406 09:30-09:45 45 53 98 03:45-04:00 8 6 14 09:45-10:00 177 213 390 03:45-04:00 199 188 387 09:45-10:00 17 51 68 04:00-04:15 8 19 27 10:00-10:15 177 234 411 04:00-04:15 196 220 416 10:00-10:15 26 37 63 04:15-04:30 4 10 14 10:15-10:30 204 209 413 04:15-04:30 178 193 371 10:15-10:30 27 35 62 04:30-04:45 10 13 23 10:30-10:45 200 220 420 04:30-04:45 137 239 376 10:30-10:45 22 22 44 04:45-05:00 11 10 21 10:45-11:00 183 221 404 04:45-05:00 203 199 402 10:45-11:00 11 20 31 05:00-05:15 14 18 32 11:00-11:15 197 237 434 05:00-05:15 209 197 406 11:00-11:15 26 18 44 05:15-05:30 4 25 29 11:15-11:30 184 220 404 05:15-05:30 168 208 376 11:15-11:30 17 18 35 05:30-05:45 28 32 60 11:30-11:45 200 237 437 05:30-05:45 173 164 337 11:30-11:45 6 16 22 05:45-06:00 30 37 67 11:45-12:00 178 231 409 05:45-06:00 150 153 303 11:45-12:00 9 16 25 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 445 938 1383 PM-PEAK HR VOLUME 802 835 1637 AM-K FACTOR(%) 6.67 PM-K FACTOR(%) 7.89 AM-D(%) 32.18 67.82 100.00 PM-D(%) 48.99 51.01 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 07:45 AM to 08:45 AM 07:30 AM to 08:30 AM PM-PEAK HR TIME 03:15 PM to 04:15 PM 04:00 PM to 05:00 PM AM-PEAK HR VOLUME 450 938 PM-PEAK HR VOLUME 802 851 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 11:00 AM to 12:00 PM PM-PEAK HR TIME 12:00 PM to 01:00 PM AM-PEAK HR VOLUME 759 925 1684 PM-PEAK HR VOLUME 771 984 1755 AM-K FACTOR(%) 8.12 PM-K FACTOR(%) 8.46 AM-D(%) 45.07 54.93 100.00 PM-D(%) 43.93 56.07 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,234 4,546 7,780 PEAK HR TIME 12:00 PM to 01:00 PM AM 12-HR PERIOD(00:00-12:00) 3,433 4,844 8,277 PEAK HR VOLUME 771 984 1755 PM 6-HR PERIOD(12:00-18:00) 4,402 5,165 9,567 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,731 6,730 12,461 PEAK HR TIME 11:30 AM to 12:30 PM 12:45 PM to 01:45 PM 24 HOUR PERIOD 9,164 11,574 20,738 PEAK HR VOLUME 793 1005 D(%) 44.19 55.81 100.00 Run Date: 2017/08/11 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 12/14/2016 12:00-12:15 14 9 23 06:00-06:15 42 54 96 12:00-12:15 202 232 434 06:00-06:15 109 125 234 12:15-12:30 8 13 21 06:15-06:30 50 69 119 12:15-12:30 191 247 438 06:15-06:30 129 113 242 12:30-12:45 10 6 16 06:30-06:45 50 75 125 12:30-12:45 185 223 408 06:30-06:45 129 133 262 12:45-01:00 3 16 19 06:45-07:00 66 122 188 12:45-01:00 185 224 409 06:45-07:00 111 104 215 01:00-01:15 6 6 12 07:00-07:15 76 127 203 01:00-01:15 173 245 418 07:00-07:15 94 108 202 01:15-01:30 16 11 27 07:15-07:30 99 180 279 01:15-01:30 208 241 449 07:15-07:30 72 111 183 01:30-01:45 6 11 17 07:30-07:45 125 229 354 01:30-01:45 199 245 444 07:30-07:45 72 87 159 01:45-02:00 6 12 18 07:45-08:00 119 272 391 01:45-02:00 168 240 408 07:45-08:00 71 88 159 02:00-02:15 7 9 16 08:00-08:15 112 242 354 02:00-02:15 189 211 400 08:00-08:15 73 98 171 02:15-02:30 5 2 7 08:15-08:30 118 217 335 02:15-02:30 187 202 389 08:15-08:30 77 83 160 02:30-02:45 4 6 10 08:30-08:45 138 200 338 02:30-02:45 185 218 403 08:30-08:45 50 64 114 02:45-03:00 3 7 10 08:45-09:00 142 200 342 02:45-03:00 177 188 365 08:45-09:00 51 60 111 03:00-03:15 5 8 13 09:00-09:15 155 186 341 03:00-03:15 180 194 374 09:00-09:15 49 51 100 03:15-03:30 2 6 8 09:15-09:30 159 209 368 03:15-03:30 168 189 357 09:15-09:30 56 48 104 03:30-03:45 9 10 19 09:30-09:45 157 203 360 03:30-03:45 202 191 393 09:30-09:45 38 42 80 03:45-04:00 6 11 17 09:45-10:00 169 219 388 03:45-04:00 179 188 367 09:45-10:00 36 41 77 04:00-04:15 9 10 19 10:00-10:15 195 232 427 04:00-04:15 181 180 361 10:00-10:15 35 39 74 04:15-04:30 5 9 14 10:15-10:30 203 212 415 04:15-04:30 197 181 378 10:15-10:30 21 29 50 04:30-04:45 7 15 22 10:30-10:45 181 222 403 04:30-04:45 177 183 360 10:30-10:45 31 43 74 04:45-05:00 16 12 28 10:45-11:00 202 200 402 04:45-05:00 196 207 403 10:45-11:00 22 33 55 05:00-05:15 10 23 33 11:00-11:15 195 205 400 05:00-05:15 181 172 353 11:00-11:15 17 30 47 05:15-05:30 15 23 38 11:15-11:30 180 234 414 05:15-05:30 181 170 351 11:15-11:30 10 22 32 05:30-05:45 29 30 59 11:30-11:45 188 232 420 05:30-05:45 139 143 282 11:30-11:45 15 12 27 05:45-06:00 22 31 53 11:45-12:00 184 218 402 05:45-06:00 141 149 290 11:45-12:00 6 15 21 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:30 AM to 08:30 AM PM-PEAK HR TIME 04:00 PM to 05:00 PM AM-PEAK HR VOLUME 474 960 1434 PM-PEAK HR VOLUME 751 751 1502 AM-K FACTOR(%) 6.97 PM-K FACTOR(%) 7.30 AM-D(%) 33.05 66.95 100.00 PM-D(%) 50.00 50.00 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 07:30 AM to 08:30 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM 03:00 PM to 04:00 PM AM-PEAK HR VOLUME 510 960 PM-PEAK HR VOLUME 759 762 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 10:00 AM to 11:00 AM PM-PEAK HR TIME 12:45 PM to 01:45 PM AM-PEAK HR VOLUME 781 866 1647 PM-PEAK HR VOLUME 765 955 1720 AM-K FACTOR(%) 8.01 PM-K FACTOR(%) 8.36 AM-D(%) 47.42 52.58 100.00 PM-D(%) 44.48 55.52 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,305 4,559 7,864 PEAK HR TIME 12:45 PM to 01:45 PM AM 12-HR PERIOD(00:00-12:00) 3,528 4,855 8,383 PEAK HR VOLUME 765 955 1720 PM 6-HR PERIOD(12:00-18:00) 4,371 4,863 9,234 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,745 6,442 12,187 PEAK HR TIME 10:00 AM to 11:00 AM 01:00 PM to 02:00 PM 24 HOUR PERIOD 9,273 11,297 20,570 PEAK HR VOLUME 781 971 D(%) 45.08 54.92 100.00 Run Date: 2017/08/11 Hawaii Department of Transportation Highways Division Highways Planning Survey Section 2016 Program Count-Summary Site ID: B71192000055 Town: Hawaii DIR 1:+MP DIR 2:-MP Final AADT: 18500 Functional Class: URBAN:MINOR ARTERIAL Count Type:CLASS Counter Type:Tube Route No: 1920 Location: Kilauea Avenue: Aupuni St to Kilauea Ave TIME-AM DIR 1 DIR 2 TOTAL TIME-AM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL TIME-PM DIR 1 DIR 2 TOTAL DATE: 12/15/2016 12:00-12:15 7 16 23 06:00-06:15 37 41 78 12:00-12:15 209 195 404 06:00-06:15 133 127 260 12:15-12:30 8 9 17 06:15-06:30 45 58 103 12:15-12:30 180 218 398 06:15-06:30 149 152 301 12:30-12:45 10 11 21 06:30-06:45 78 82 160 12:30-12:45 200 233 433 06:30-06:45 122 131 253 12:45-01:00 9 10 19 06:45-07:00 64 104 168 12:45-01:00 199 217 416 06:45-07:00 120 124 244 01:00-01:15 5 9 14 07:00-07:15 84 135 219 01:00-01:15 213 254 467 07:00-07:15 95 113 208 01:15-01:30 9 14 23 07:15-07:30 98 185 283 01:15-01:30 198 235 433 07:15-07:30 84 111 195 01:30-01:45 6 9 15 07:30-07:45 103 223 326 01:30-01:45 154 222 376 07:30-07:45 75 101 176 01:45-02:00 7 8 15 07:45-08:00 136 292 428 01:45-02:00 172 218 390 07:45-08:00 74 85 159 02:00-02:15 7 7 14 08:00-08:15 117 216 333 02:00-02:15 187 213 400 08:00-08:15 88 85 173 02:15-02:30 3 7 10 08:15-08:30 134 191 325 02:15-02:30 169 234 403 08:15-08:30 71 87 158 02:30-02:45 6 5 11 08:30-08:45 131 214 345 02:30-02:45 187 199 386 08:30-08:45 61 69 130 02:45-03:00 2 3 5 08:45-09:00 142 213 355 02:45-03:00 189 221 410 08:45-09:00 50 73 123 03:00-03:15 1 6 7 09:00-09:15 167 204 371 03:00-03:15 195 202 397 09:00-09:15 46 63 109 03:15-03:30 6 4 10 09:15-09:30 174 187 361 03:15-03:30 172 200 372 09:15-09:30 36 58 94 03:30-03:45 3 9 12 09:30-09:45 146 195 341 03:30-03:45 186 214 400 09:30-09:45 47 42 89 03:45-04:00 6 12 18 09:45-10:00 154 208 362 03:45-04:00 182 212 394 09:45-10:00 33 51 84 04:00-04:15 8 9 17 10:00-10:15 160 236 396 04:00-04:15 211 223 434 10:00-10:15 27 38 65 04:15-04:30 6 12 18 10:15-10:30 179 199 378 04:15-04:30 213 181 394 10:15-10:30 32 37 69 04:30-04:45 7 9 16 10:30-10:45 184 221 405 04:30-04:45 129 205 334 10:30-10:45 35 41 76 04:45-05:00 13 16 29 10:45-11:00 200 216 416 04:45-05:00 149 211 360 10:45-11:00 20 31 51 05:00-05:15 7 24 31 11:00-11:15 189 246 435 05:00-05:15 189 190 379 11:00-11:15 14 29 43 05:15-05:30 16 17 33 11:15-11:30 201 212 413 05:15-05:30 165 188 353 11:15-11:30 21 34 55 05:30-05:45 20 28 48 11:30-11:45 191 240 431 05:30-05:45 158 168 326 11:30-11:45 14 20 34 05:45-06:00 26 46 72 11:45-12:00 200 229 429 05:45-06:00 133 159 292 11:45-12:00 11 11 22 AM COMMUTER PERIOD(05:00-09:00) DIR 1 DIR 2 PM COMMUTER PERIOD(15:00-19:00) DIR 1 DIR 2 TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 07:45 AM to 08:45 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM AM-PEAK HR VOLUME 518 913 1431 PM-PEAK HR VOLUME 792 830 1622 AM-K FACTOR(%) 6.85 PM-K FACTOR(%) 7.77 AM-D(%) 36.20 63.80 100.00 PM-D(%) 48.83 51.17 100.00 DIRECTIONAL PEAK DIRECTIONAL PEAK AM-PEAK HR TIME 08:00 AM to 09:00 AM 07:30 AM to 08:30 AM PM-PEAK HR TIME 03:30 PM to 04:30 PM 03:15 PM to 04:15 PM AM-PEAK HR VOLUME 524 922 PM-PEAK HR VOLUME 792 849 AM PERIOD(00:00-12:00) PM PERIOD(12:00-24:00) TWO DIRECTIONAL PEAK TWO DIRECTIONAL PEAK AM-PEAK HR TIME 11:00 AM to 12:00 PM PM-PEAK HR TIME 12:30 PM to 01:30 PM AM-PEAK HR VOLUME 781 927 1708 PM-PEAK HR VOLUME 810 939 1749 AM-K FACTOR(%) 8.18 PM-K FACTOR(%) 8.38 AM-D(%) 45.73 54.27 100.00 PM-D(%) 46.31 53.69 100.00 NON-COMMUTER PERIOD(09:00-15:00) 6-HR,12-HR,24-HR PERIODS DIR 1 DIR 2 Total TWO DIRECTIONAL PEAK AM 6-HR PERIOD(06:00-12:00) 3,314 4,547 7,861 PEAK HR TIME 12:30 PM to 01:30 PM AM 12-HR PERIOD(00:00-12:00) 3,512 4,847 8,359 PEAK HR VOLUME 810 939 1749 PM 6-HR PERIOD(12:00-18:00) 4,339 5,012 9,351 DIRECTIONAL PEAK PM 12-HR PERIOD(12:00-24:00) 5,797 6,725 12,522 PEAK HR TIME 12:30 PM to 01:30 PM 12:30 PM to 01:30 PM 24 HOUR PERIOD 9,309 11,572 20,881 PEAK HR VOLUME 810 939 D(%) 44.58 55.42 100.00 Run Date: 2017/08/11 Hawaii Department of Transportation Highways Division Highways Planning Survey Section Vehicle Classification Data Summary 2016 Site ID: B71192000055 Route No: 1920 Date From: 2016/12/02 0:00 Town: Hawaii Direction: +MP Date To: 2016/12/15 23:45 Location: Kilauea Avenue: Aupuni St to Kilauea Ave Functional Classification: 16 URBAN:MINOR ARTERIAL REPORT TOTALS-336 HOURS RECORDED VOLUME % NUMBER OF AXLES Cycles 4339 1.63% 8678 PC 205477 77.19% 410954 2A-4T 48213 18.11% 96426 LIGHT VEHICLE TOTALS 258029 96.93% 516058 HEAVY VEHICLES Bus 423 0.16% 1057 SINGLE UNIT TRUCK 2A-6T 863 0.32% 1726 3A-SU 3410 1.28% 10230 4A-SU 1340 0.50% 5360 SINGLE-TRAILER TRUCKS 4A-ST 138 0.05% 552 5A-ST 154 0.06% 770 6A-ST 148 0.06% 888 MULTI-TRAILER TRUCKS 5A-MT 55 0.02% 275 6A-MT 642 0.24% 3852 7A-MT 1001 0.38% 7007 HEAVY VEHICLE TOTALS 8174 3.07% 31717 CLASSIFIED VEHICLES TOTALS 266203(A) 100.00% 547775 (B) UNCLASSIFIED VEHICLES TOTALS -7 -0.00% AXLE CORRECTION ROADTUBE FACTOR(A/C)= 0.972 EQUIVALENT(B/2)= 273888 (C) %TOTAL HPMS PEAK HOUR PEAK PEAK 24 HOUR K-FACTOR VOLUME: 1776 HOUR HOUR TRUCK %OF (PEAK/AADT) TRUCK VOLUME VOLUME AADT AADT (ITEM 66) 2016/12/0711:00 VOLUME SINGLE UNIT (65A-1) (65A-2) TRUCKS(TYPE.4-7) 57 3.21% 431 2.33% 9.60% COMBINATION (65B-1) 18500 (65B-2) (TYPE 8-13) 17 0.96% 152 0.82% 9.60% DEPARTMENT OF PUBLIC WORKS COUNTY OF HAWAII H I LO, HAWAII DATE: January 24, 2020 7/6411044444M TO: Michael Yee, Planning Director • N.) FROM: Department , of Public Works, Engineering Division 0' SUBJECT: CHANGE OF ZONE APPLICATION (REZ 20-000240) —=== Request: RS-10 TO CG-20 Applicant: Ted Tran/Tran-Tonnu Family Trust TMK: 2-2-021:008 We have reviewed the subject application forwarded by your memo dated January 2, 2020 and offer the following comments for your consideration: 1. All earthwork and grading activity shall conform to Chapter 10, Erosion and Sedimentary Control, of the Hawaii County Code. 2. All driveway connections and construction within the Lanihuli Street Right-of-Way shall conform to Chapter 22, County Streets, of the Hawaii County Code. Access to Lanihuli Street, including the provision of adequate sight distances, shall meet with the approval of the Department of Public Works, Engineering Division. 3. Based on the proposed zoning, we recommend the applicant provide improvements to the subject property's Lanihuli Street frontage consisting of, but not limited to, pavement widening with concrete curb, gutter, and sidewalk, drainage improvements, and any required utility relocation, meeting the requirements of the Americans with Disabilities Act and the approval of the Department of Public Works. 4. Install streetlights and traffic control devices as may be required by the Traffic Division, Department of Public Works. The applicant shall be responsible for the design, purchase, and installation of such devices. 5. All development-generated runoff shall be disposed of on site and not directed toward any adjacent properties. A drainage study shall be prepared by a licensed civil engineer and submitted to the Department of Public Works prior to the issuance of a construction permit. Any recommended drainage improvements, if County of Hawaii is an Equal Opportunity Provider and Employer Planning Dept. ExhiJif 1308 34 • required, shall be constructed meeting with the approval of the Department of Public Works prior to the construction of any proposed structures on the property. 6. The subject parcel is in an area designated as Zone X on the Flood Insurance Rate Map (FIRM) by the Federal Emergency Management Agency (FEMA). Zone X is an area determined to be outside the 500-year floodplain. Questions may be referred to Bryce Harada at 961-8042. County of Hawaii is an Equal Opportunity Provider and Employer ••",;,.;r-i- -.t •19i :49; 1,0, /* i;' DEPARTMENT OF WATER SUPPLY • COUNTY OF HAWAII -- `�•••.......••••2.,, 345 KEKUANAO A STREET, SUITE 20 • HILO, HAWAII 96720 TELEPHONE(808)961-8050 • FAX(808)961-8657 January 13, 2020 TO: Mr. Michael Yee, Director Planning Department __ --' FROM: Keith K. Okamoto, Manager—Chief Engineer 1J . SUBJECT: Change of Zone Application (REZ 20-000240) =-r Applicant—Ted Tran/Tran-Tonnu Family Trust --- Request—RS-10 to CG-20 Tax Map Key 2-2-021:008 We have reviewed the subject application and have the following comments and conditions. Water can be made available from an existing 6-inch waterline within Lanihuli Street which fronts the subject parcel in accordance with the Department's existing water availability conditions, which are subject to change without notice. Please be informed that the subject parcel is currently served by a 5/8-inch meter(Account No. 100- 05800), which is limited to an average daily usage of 400 gallons and a maximum daily usage of 600 gallons per day. The Department requests that the applicant submit estimated maximum daily water usage calculations for review and approval. The water usage calculations shall be prepared by a professional engineer licensed in the State of Hawai`i and should include the estimated peak flow in gallons per minute (GPM) and the total estimated maximum daily water usage in gallons per day, including all irrigation/landscaping use. Upon receipt of the water usage calculations above,the Department will make a determination as to the water commitment deposit amount and prevailing facilities charge (subject to change)to be paid if necessary. Based on the water demand calculations, the Department will determine the appropriate service lateral and meter size required. The proposed zoning will require the installation of a reduced pressure type backflow prevention assembly, within five (5) feet of the meter on private property. If a larger or additional meter is required, a backflow prevention assembly will also be required for the that meter. The installation of the backflow prevention assemblys must be inspected and approved by the Department before the commencement/continuation of water service. Planning Dept. . . . Water, Our Most Precious Resource. . . - �, 7�a Naz� bane. . . ii The Department of Water Supply is an Equal Opportunity provider and employer. 1_ 3 0 Exi� b 0 9 Mr. Michael Yee, Director Page 2 January 13, 2020 Please be informed that the existing 6-inch waterline within Lanihuli Street is inadequate to provide the required 2,000 gallons per minute flow for fire protection, as per the Department's Water System Standards. Should there be any questions, please contact Mr. Troy Samura of our Water Resources and Planning Branch at 961-8070, extension 255. Sincerely yours, APPWIK4 Keith K. Okamoto, P.E. Manager—Chief Engineer TS:dfg copy—Mr. Ted Tran/Tran-Tonnu Family Trust • �tYOFy �_•,. Harry Kim � � • • �': �•j: William A.Kucharski • Mayor ,:,.�/ Director Roy Takemoto 4`-•: :�;*�'-• •,� Diane A.Noda Managing Director Deputy Director CountyofHawai'i DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 345 Kekuanao'a Street,Suite 41• Hilo,Hawaii 96720 Ph:(808)961-8083 • Fax:(808)961-8086 . Email: cohdem@hawaiicounty.gov ^T r MEMORANDUM TO: Michael Yee, Director Planning Department '. -3 FROM: William A. Kucharski, Director =` Environmental Management l -nt DATE: January 13, 2020 SUBJECT: Change of Zone Application (REZ 20-000240) Applicant: Ted Tran/Tran-Tonnu Family Trust Request: RS-10 to CG-20 Tax Map Key: (3) 2-2-021:008 The Solid Waste Division has reviewed the subject application and offers the following comments and/or recommendations(contact the Solid Waste Division for details): ( X ) No comments. ( ) Commercial operations,State and Federal agencies, religious entities and non-profit organization may not use transfer stations for disposal. ( ) Aggregates and any other construction/demolition waste should be responsibly reused to its fullest extent. ( ) Ample and equal room should be provided for rubbish and recycling. ( ) Green waste may be transported to the green waste sites located at the West Hawaii Organics Facility and East Hawaii Organics Facility, or other suitable diversion programs. ( ) Construction and demolition waste is prohibited at all County Transfer Stations. ( ) Submit Solid Waste Management Plan in accordance with attached guidelines. ( ) Existing Solid Waste Management Plan is to be followed. Provide update to the department on current status. ( ) Other: Planning Dept. County of Hawai'i is an Equal Opportunity Provider and Employer 130468 Exhibit Mr. Michael Yee, Director January 13, 2020 Page 2 The Wastewater Division has reviewed the subject application and offers the following comments and/or recommendations(contact the Wastewater Division for details): ( ) No comments. (X ) Require connection of existing and/or proposed structures to the public sewer in accordance with Section 21-5 of the Hawaii County Code. ( ) Require Council Resolution to approve sewer extension in accordance with Section 21- 26.1 of the Hawai'i County Code. Complete Sewer Extension Application. ( ) Require extension of the sewer system to service the proposed subdivision in accordance with Section 23-85 of the Hawaii County Code. ( ) Check or line out as applicable: [ ] If required by the Director of the Department of Environmental Management("Director of DEM"), [ ] applicant shall conduct a sewer study in accordance with the then applicable wastewater system design standards prior to approval to connect to the County sewer system. Applicant shall provide such sewer line or other facility improvements as the Director of DEM may reasonably require, which the sewer study may indicate are advisable for mitigation of impacts of the proposed project. Contact Wastewater Division Chief for details. ( ) Other: WK:mef 1 DAVID V.ICE 0 F BRUCE S.ANDERSON PhD. GOVERNOR OF HAWAII , .... DEREC1 OR OF HEAt TN , v ...... STATE OF HAWAII DEPARTMENT OF HEALTH P.O.BOX 916 HILO,HAWAII 96721-0916 ,==# MEMORANDUM ,==> 1. • DATE: January 14, 2020 TO: Mr. Michael Yee Planning Director, County of Hawaii FROM: Eric Honda District Envir6htiental Health Program Chief SUBJECT: Change of Zone Application (REZ-20-000240) Applicant: Ted Tran/Tran-Tonnu Family Trust Request: RS-10 to CG-20 TMK: 2-2-021 :008 The applicant would need to meet the requirements of our Department of Health Air Pollution Rules, Chapter 60.1, Title 11, State of Hawaii for fugitive dust control. If there is need to discuss these requirements, please contact our Clean Air Branch staff at Ph. 933-0401. The proposed food stalls needs to meet the requirements of Chapter 50, Food Safety Code. Please call our office (Ph. 933-0917) for consultation and additional information. Construction activities must comply with the provisions of Hawaii Administrative Rules, Chapter 11-46, "Community Noise Control." 1. The contractor must obtain a noise permit if the noise levels from the construction activities are expected to exceed the allowable levels of the rules. 2. Construction equipment and on-site vehicles requiring an exhaust of gas or air must be equipped with mufflers. 3. The contractor must comply with the requirements pertaining to construction activities as specified in the rules and the conditions issued with the permit. Should there be any questions on this matter, please contact the Department of Health at 933- 0917. We recommend that you review all of the Standard Comments on our website: http://hawaii.,2ov/healthienvironmental/env-planningllanduselanduse.html. Any comments specifically applicable to this project should be adhered to. Planning Dept. Exhibit 1 !I 5 9 5 Ji) Michael Yee January 14. 2020 Page 2 of 2 The same website also features a Healthy Community Design Smart Growth Checklist (Checklist) created by Built Environment Working Group (BEWG) of the Hawaii State Department of Health. The BEWG recommends that state and county planning departments, developers. planners, engineers and other interested parties apply the healthy built environment principles in the Checklist whenever they plan or review new developments or redevelopments projects. We also ask you to share this list with others to increase community awareness on healthy community design. Sf O tr4*;,s SUZANNE D.CASE DAVID Y.IGE '.c�` ,19 G s�v s' CU\IRPERSO\ CC"RNOR O HAWAII BOARD OF L.-11D,\\D NATURAL RESOURCES iVta COMMISSION ON 41.11 ER RESOURCE �I 10 MANAGEMENT e-400. irownd and ` `U` ,,......,,,.i.i:A:i0>s' ea 3,\ t��e , jj'' STATEsii( ,, . . ./ --- ,) gis„:„.„,A, L ' ,,\...r.:::,--,,- ' OF HAWAII 'tate ofHa,.'' DEPARTMENT OF LAND AND NATURAL RESOURCES LAND DIVISION POST OFFICE BOX 621 HONOLULU,HAWAII 96809 January 7, 2020 -3 ' r f MEMORANDUM ---ril 7 O: DLNR Agencies: ;-,-,c,-�� ' .4 Div. of Aquatic Resources Y,:,..).. - a ?C2'..C3\ 1'42\ Div. of Boating & Ocean Recreation =p " X Engineering Division -snV W' - 7:-,...r M. Div. of Forestry &Wildlife p� ;-. ' Div. of State Parks 1 F X Commission on Water Resource Management Office of Conservation & Coastal Lands , X Land Division— Hawaii District X Historic Preservation (via email: DLNR.Intake.SHPD(chawaii.gov) F'•M: Russell Y. Tsuji, Land Administrator /1/7 , UBJECT: Change of Zone Application (REZ-20-000240)—Request to Change from 5 Single-Family Residential (RS-10)to General Commercial (CG-20)- LOCATION: 78 Lanihuli Street, Waiakea, Hilo, Island of Hawaii; TMK: (3) 2-2-021:008 APPLICANT: County of Hawaii on behalf orTran-Tonnu Family Trust Transmitted for your review and comment is information on the above-referenced subject,matter. Please submit comments by January 29, 2020. If no response is received by this date, we will assume your agency has no comments. If you have any questions about this request, please contact Darlene Nakamura at 587-0417 or by email at darlene.k.nakamurahawaii.qov. Thank you. ( ) We have no objections. ( ) We have no comments. ( ,/) Comments are attached. Signed: Print Name: Car -C g, Chief Engineer Date: /7/6 /2-0 Attachments cc: Central Files Planning Dept. Exhibit_g___ , 1)EPARTIVIENT OF LAND AND NATURAL RESOURCES ENGINEERING DIVISION LD/Russell Y. Tsuji Ref: Change of Zone Application (REZ-20-000240) - Request to Change from Single-Family Residential(RS-1.0) to General Commercial (CC-20) Location: 78 Lanihuli Street,Waialkea,Hilo,Island of Hawaii TMK(s): (3)2-2-021:008 Applicant: County of Hawaii on behalf of Tran-Tonnu Family Trust COMMENTS The rules and regulations of the National Flood Insurance Program (NFIP), Title 44 of the Code of Federal Regulations(44CFR), are in effect when development falls within a Special Flood Hazard Area(high risk areas). State projects are required to comply with 44CFR regulations as stipulated in Section 60.12. Be advised that 44CFR reflects the minimum standards as set forth by the NFIP. Local community flood ordinances may stipulate higher standards that can be more restrictive and would take precedence over the minimum NFIP standards. The owner of the project property and/or their representative is responsible to research the Flood Hazard Zone designation for the project. Flood Hazard Zones are designated on FEMA's Flood Insurance Rate Maps (FIRM), which can be viewed on our Flood Hazard Assessment Tool (FHAT) (http://gis.hawaiinflp.org/FIAT). If there are questions regarding the local flood ordinances,please contact the applicable County NFIP coordinating agency below: o Oahu: City and County of Honolulu, Department of Planning and Permitting (808) 768-8098. o Hawaii Island: County of Hawaii, Department of Public Works (808) 961-8327. o Maui/Molokai/Lanai County of Maui, Department of Planning(808)270-7253. o Kauai: County of Kauai, Department of Public Works(808) 241-4896. Signed: VAR S NG, CHIEF ENGINEER Date: / /t f,0 DAVID Y.IGE k SUZANNE D.CASE GOVERNOR OF y/��. . NATURAL y E q BOARD OF CLAND AND ERSON AND ATURRESOURCES HAWAII r�pr••u�g 5 g o'•,q� n 101 COMMISSION ON WATER RESOURCE MANAGEMENT -,p``�� \l'i �` ROBERT K.MASUDA FIRST DEPUTY `�•�Cf 3''' d and Nce=dlGS 'i•.�•'.•.,�v,..-�.,.,,itfl.•�q';'•'+;• C\ c,, KALEO MANUELE� DEPUTY DIRECTOR-WATER E R 'REVAQUATIC RESOURCESH � tTNG AND OCEAN RECREATION C011N� BUREAU OF CONVEYANCES 1� mktOe COMMISSION ON WATER RESOURCE MANAGEMENT .. �� CONSERVATION COASTAL 00• CONSERVATION AND ES RESOURCES ENFORCEMENT LANDS -.;. STATE OF HAWAII ENGIIJEERING FORESTRY AND WILDLIFE Slate ofNa DEPARTMENT OF LAND AND NATURAL RESOURCES HISTORIC ICAHoot.AWE D RESERVE COMMISSION LAND STATE HISTORIC PRESERVATION DIVISION STATE PARKS KAKUHIHEWA BUILDING • 601 KAMOKILA BLVD.,STE 555 KAPOLEI,HI 96707 March 27,2020 IN REPLY REFER TO: Michael Yee,Planning Director Log No.: 2020.00024 County of Hawaii Doc.No.: 2003SN18 101 Pauahi Street, Suite 3 Hilo,HI 96720 Archaeology Dear Mr.Yee: SUBJECT: Chapter 6E-42 Historic Preservation Review— County of Hawaii Change of Zone Application(REZ 20-240),Tran-Tonnu Trust Property Waiakea Ahupua`a,South Hilo District,Island of Hawaii TMK: (3)2-2-021:008 This letter provides the State Historic Preservation Division's (SHPD's) review of the subject application received by our office on January 6,2020.The landowner,the Tran-Tonnu Family Revocable Trust,is requesting a change of zoning from Single-Family Residential (RS-10) to General Commercial (CG-20). The submittal included an application; a letter from the County of Hawaii, Department of Planning; a letter from the Department of Land and Natural Resources,Land Division; and a HRS 6E Submittal Form. SHPD records indicate that are no known significant historic properties present on this parcel. The parcel is within an area of rural development and the recent submittal indicated that the parcel has been previously bulldozed and had once had a single-family residence on the parcel, which was demolished in 2014. Recent aerial photos confirm that this parcel has been previously impacted. If the current application is approved,the applicant intends to build an approximately 9,300 sq. ft. warehouse on the 0.48-acre parcel. Per the HRS 6E Submittal Form, proposed ground disturbance is grubbing and grading for commercial development. Based on current information, SHPD has no objections to the proposed change of zoning for the parcel. Please contact Sean Naleimaile at (808) 933-7651 or at Sean.P.Naleimaileghawaii.gov for any questions or concerns regarding this letter. Aloha, 4'a',tweet Alan S.Downer,PhD Administrator, State Historic Preservation Division Deputy State Historic Preservation Officer cc. Christian Kay, Chistian.Kay@hawaiicounty.gov Melissa Dacanayan,Melissa.Dacanayan@hawaiicounty.gov Jeff Darrow,Jeff.Darrowna,hawaiicounty.gov SCAN j- .,... . Planning Dept. MAR 3 1 Z020 Exhibit 8 l��2i n � rn D D z � m > O Z T N � O 7Z3 z rn Z D � -0 0 D Z � C T z y • z � O N � O � O � O C N � aw5.a f, as ,t- .r` �.y�l., ,,,4 �V, '�iF4t r'-, S X ` \ S drF a t Wk �\ y7 M1 rrr 5 ",+.fryvre .Y�23 if' A ..a : \ ` M. M1V # F ` '' .r^� f \ , awPi$ ir r/ t, i �a'ye,,A a "4 i S5 f r } ` 45 r %r 41 J'� i3 ..\,„----- c;M1 t \ rr t 'S M1a .... {} \ \\ \tyr. __•� Y \ \,,----i \ r • —..,,_--�—� r'' 'te '\ M1 ' r ." tl ........... r t / 4 5 r as Y:,a \ r y ,.„----4\ y4 t,4a` 5t` r , �t `.2„1 ,, \ 5�'t, r,+r 111111011011,„ t 1} r A-J r. 15 1 r' l --, _:._h z ta, 'ylr+' ..„-••-• \ '... \5 - , 1S s' s ' r'” All •v, y `s 11. _t q.., '•,, '11,-''' E s , 'C„ C 1 \ �' _J---1—t LOCATION MAP THE APPLICANT IS REQUESTING: • A CHANGE OF ZONE FROM A SINGLE-FAMILY RESIDENTIAL- 10,000 SQUARE FEET ( RS- 10) TO A GENERAL COMMERCIAL- F-- v) 20,000 SQUARE FEET (CG-20) ZONING DISTRICT FOR APPROXIMATELY 20,812 SQUARE FEET OF LAND. S • THE APPLICANT IS PROPOSING TO DEVELOP A NEW, SINGLE- (u221 STORY, 9,500 SQUARE-FOOT WAREHOUSE BUILDING, " `i.--- INCLUDING THREE (3) , 720 SQUARE-FOOT RESTAURANT/FOOD STALLS UNDER A SINGLE ROOF. 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