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2022-12 BR-019-2(077)_Nanue_PreliminaryPlans
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NANUE STREAM BRIDGE REHABILITATION (PL-CRC-2024-000017)
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2022-12 BR-019-2(077)_Nanue_PreliminaryPlans
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0 0 Hawaii 0 0 .g-rg 1-,,,,, PAa,ANOO TgAA` No: s-YX-s <br /> Belt Road/ BR-019-2(077) 2024 31 <br /> 43 Upstream o Bridge Downstream <br /> 6,1 o o' o' <br /> NOTES: <br /> 6'-6" I 9'-0" I T-6" I 9'-0" _I <br /> 1" >< .< 4'-0" �l'-3�< < g„ <br /> 1. Remove and salvage existing <br /> sidewalk crossframes and seismic <br /> edge of exist. bracings at Abutment Bearings. <br /> exst.conc. �; <br /> railing,tyP. gutter <br /> �VIedge of exist. 2. Install provisions to allow <br /> curb -' Hybrid Polymer lacking of bridge off existing <br /> J_ o Concrete(HPC) ; L abutment shelf. <br /> Overlay 3. Demolish and remove existing <br /> I—1 <br /> bearing stiffeners and existing <br /> bearings. <br /> IF we Il @, i IF 4. Demolish 1"depth of concrete <br /> __m kt I I ` Remove,Salvage, beneath bearing location. <br /> (21-1"Thick and Replace Exist. <br /> Bearing Crossframes and 5. Pour Very Early Strength <br /> Stiffeners Seismic Bearing Latex Modified Concrete inlay <br /> at demolition locations,Finish <br /> Each Bearing smooth. <br /> Location exist.cont. lilkitti• —— <br /> I I�. creep block III. 1, I 6. Install new bearing,new <br /> I I ''I' II—II lIISM1 1—'` I bearing stiffeners,and new <br /> I == I ice• �i I i ^-1- <br /> anchor bolts. <br /> N. 7. Strike bridge shoring. <br /> Demolish 1"of <br /> Existing Abutment 8. Reinstall crossframes and <br /> Shelf and Repour seismic bracing. <br /> /.."---4 <br /> o with VESLMC o 0 <br /> TRANSVERSE SECTION <br /> _II= AT ABUTMENTS <br /> (211"Thick r Scale: 1/2"=l'-0" A3.4 SA3. <br /> Bearing Remove,Salvage, Remove,Salvage, <br /> Stiffeners Each and Reinstall and Reinstall <br /> 1"Thick Galvanized <br /> Bearing Location io Cross Frames Cross Frames111111111, 1 Steel Masonry Plata1"Thick Steel %O,16 and Bracing and Bracing Welded to Flange <br /> Reinforced :I{ I 'I Added :Elastomeric Bearing 1 Bearing '!Ve ! Anchor Bolts ing�� Pad Adhered to �p Seat II II f• _ Slotted Holes DEPARTME,...E0.- <br /> 1T RANSPORTATION <br /> °- ='A a Girder Flange m u m�II Im_ L EHIGHWAYSo�PaoN <br /> .ii. _ TRANSVERSE SECTION <br /> "' ' �— �7—Anchor Bolt wit AT ABUTMENTS <br /> VESLMC , Shear Lug Ili; <br /> H U HAWAII BELT ROAD <br /> _ VESLMC Nanue Stream Bridge Rehabilitation <br /> FIXED BEARING DETAIL1 EXPANSION BEARING DETAIL Federal Aid Project Na BR-019-2(077) <br /> Scale: 1 1/2"=1'-0" A 41SA�• I Scale: 1 1/2"=1'-0" Az3.4ISA. � Scala As Noted Date:Mar.2024 <br /> SHEET No.SA3.4 OF 4 SHEETS <br /> 31 <br />
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