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2024-05-14 FHWA Request to SHPD for No Adverse Effect Concurrence
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NANUE STREAM BRIDGE REHABILITATION (PL-CRC-2024-000017)
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2024-05-14 FHWA Request to SHPD for No Adverse Effect Concurrence
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5/16/2024 8:27:07 AM
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Hybrid Polymer Concrete Abrasive Blast and Coat 2,0..", ,..-E " ^ 2',2 ,. ^"' <br /> Repair Railing Spalls Replace Deck Expansion (HPC)Overlay from Edge All Existing Steel Plate "00"• ".L. xxx-xx-xxx 2022 <br /> and Delaminations,Tyµ Joint Seal,Typ. of Gutter to Edge of Gutter Girders and Bracing <br /> Elements <br /> To Hilo 57-0" 5040" 4040" 77_0" 4040" 77_0" 40-0" 77_0" 40,_0" 5/50" To Honokaa <br /> , 0' `' `O m N <br /> i a a a <br /> L',„ top of exist. x a x a m xa <br /> i i i ' cont.railing i i <br /> 4 , ` c mc exist.cont. m m l `c .1 <br /> deck <br /> —220 ._ ----"-- _ ' ,11—t1-111—. ' ' 220— <br /> LE F F F E F F E E FIF E F F ESE F <br /> —2/0 A /515 2/0- <br /> -200 V A exist.sleet = AMI L' 200- <br /> -190 A girder Elantomeric 190— <br /> _ , A <br /> Bearings, h <br /> —180 A °' \ Tip /' I80- <br /> 4 <br /> no a 170- <br /> -160 m .z/ /60- <br /> -140 plI _ ro 140- <br /> • -130 r ''77- <br /> / 130— <br /> _120 e "i' m / /20— <br /> • —I/O N am, I10— <br /> —100 N, / approximate 100— <br /> exist.grade <br /> 14 <br /> , r <br /> —90 Existing Foundation to 0 90— <br /> € —80 be Partially Demolished \ e V 80— <br /> and Rebuilt,Typ ` - <br /> • -70 \ <br /> 7-4 70- <br /> 60 A 60- <br /> 50 nigh / exist.footing,typ. 50— <br /> n74 ater <br /> —90 1, el.-15.0 / 40- <br /> -30 H �\ v normal / 30— <br /> water <br /> a.... <br /> 2 Legend, <br /> u F Fixed Bearing DOWNSTREAM ELEVATION <br /> E Expansion Bearing Scale, f'=20'-O" °"'"'H.W"°"F'°".°"""°" <br /> a <br /> E5!55: o BRIDGE ELEVATION <br /> s HAWAII BELT ROAD <br /> 2NANUE STREAM BRIDGE REHABILITATION <br /> e <br /> Federal-Aid Prof Na XXX-XX-XXX <br /> Scale:As Noted Date,Dec 2022 <br /> I ,neer Na. SA2J or i s"ee... <br />
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