Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
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Use the filters below to narrow your results.
'CITY OF WPB CANAL ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'FL TPK SR-91 ' (1) ·
'I 95 SR 9 ' (1) ·
'ICWW ' (1) ·
'Lateral H Canal ' (1) ·
'North Relief Canal ' (1) ·
'POPPOLTON CREEK ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SR-710 ' (1) ·
'SW 10th St. Lowson Blvd ' (1)
'53rd Street ' (1) ·
'56th Place North ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Clint Moore Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'I 95 SR 9 SB ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR-60 ' (1) ·
'SR-76 ' (1) ·
'U.S.-1 (SR-5) ' (1) ·
'US-98 (SR-80) ' (1)
880087 (1) ·
884082 (1) ·
884083 (1) ·
890048 (1) ·
930053 (1) ·
930202 (1) ·
930470 (1) ·
930499 (1) ·
930500 (1) ·
930501 (1) ·
930502 (1) ·
930503 (1) ·
930504 (1) ·
934278 (1) ·
934367 (1) ·
937703 (1)
'.25m W of US-1 on US-98 ' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.5 miles South of SR 806' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'56th Place North ' (1) ·
'By Indian Grove Dr. ' (1) ·
'E Congress Ave & S SR 806' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'I-95/SR 806 interchange ' (1) ·
'Port of Palm Beach ' (1)
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1)
Bridge foundations (including piles) on dry land well above flood water elevations. (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge not over waterway. (1)
Showing below up to 16 results in range #1 to #16.