Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'BRANCH OF ICWW ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'Deep Creek ' (1) ·
'E-2 Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'EPB CANAL C-3 ' (1) ·
'Haverhill Rd. & U Turns ' (1) ·
'Indian River / ICW ' (1) ·
'Indian River East Relief' (1) ·
'Intracoastal Waterway ' (1) ·
'L-78 Borrow Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'Northlake Blvd. ' (1) ·
'Range Line Canal ' (1) ·
'SR 809 (Military Trail) ' (1)
'26th Street ' (1) ·
'CR-3 ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'E/B S.R. 704 ' (1) ·
'I 95 SR 9 ' (1) ·
'JUPITER BEACH RD ' (1) ·
'LE CHALET BLVD ' (1) ·
'LINTON BLVD. ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'Pioneer Road ' (1) ·
'PROSPERITY FARMSRD' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SR 80-Southern Bvd' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR-60 EB ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR-732 Jensen Bch.' (1) ·
'SW 18TH ST ' (1) ·
'W/B S.R. 704 ' (1)
794081 (1) ·
880097 (1) ·
884070 (1) ·
890145 (1) ·
890146 (1) ·
930322 (1) ·
930457 (1) ·
930459 (1) ·
930506 (1) ·
930507 (1) ·
930516 (1) ·
934125 (1) ·
934135 (1) ·
934487 (1) ·
934721 (1) ·
935218 (1) ·
940035 (1) ·
940111 (1) ·
940112 (1)
'.5mi E. of Indian R Dr. ' (1) ·
'.75mi E. of Indian R Dr. ' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'1MI W of US-1 ' (1) ·
'2.3 Miles South of SR-40 ' (1) ·
'At 74th Ave ' (1) ·
'Between SR 710 and 786 ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'E Jog Rd. & W SR 80 ' (1) ·
'I-95 over Midway Road ' (1) ·
'SW quadrant PB Int Airprt' (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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)
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 19 results in range #1 to #19.
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