Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'C-51 CANAL ' (1) ·
'CANAL E-105 ' (1) ·
'Daytona Canal ' (1) ·
'DRAINAGE DITCH ' (1) ·
'E-1 CANAL ' (1) ·
'E-2-W canal ' (1) ·
'E-3 CANAL ' (1) ·
'E-4 CANAL ' (1) ·
'E3 CANAL ' (1) ·
'EPB CANAL C-3 ' (1) ·
'GARDEN CANAL ' (1) ·
'I-95 ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M CANAL ' (1) ·
'Nav. Banana River Canal ' (1) ·
'RCA CANAL ' (1) ·
'RELIEF CANAL ' (1)
'Ballough Street ' (1) ·
'Boynton Bch Blvd ' (1) ·
'CENTER DR. ' (1) ·
'CONGRESS AVE ' (1) ·
'CYPRESS WAY ' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'Girard Blvd. ' (1) ·
'HAVERHILL ROAD ' (1) ·
'LAKE IDA ROAD ' (1) ·
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'LYONS ROAD ' (1) ·
'MINER RD. ' (1) ·
'NORTH QUICK CIRCLE' (1) ·
'NW 13 ST ' (1) ·
'PALMETTO PARK RD. ' (1) ·
'PROS. FARMS ROAD ' (1) ·
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'Ranch Rd. ' (1) ·
'SEACREST BLVD. ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
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'.3 mi South of Mason Ave ' (1) ·
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'2 MILES N OF CR-708 ' (1) ·
'2.5MI N OF INDIANTOWN RD ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
'BOYNTON BCH WEST OF TPK ' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'Ranch Rd. - I-95 ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1)
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81012374 (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)
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) ·
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 25 results in range #1 to #25.