Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'ATLANTIS WATERWAY ' (1) ·
'BRITT CANAL ' (1) ·
'Cambridge Canal ' (1) ·
'CANAL ' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'Groover Creek ' (1) ·
'IWW Halifax River ' (1) ·
'L.W.D.D. #10 ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'LWDD L-7 CANAL ' (1) ·
'LWDD LAT 16 CANAL ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'Reed Canal ' (1) ·
'Ryan's Canal ' (1)
'21ST ST SW ' (1) ·
'BRITT RD ' (1) ·
'CONGRESS AVE ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'DAVIS ROAD ' (1) ·
'FLORIDA MANGO RD ' (1) ·
'Fort Florida Road ' (1) ·
'KUDZA ROAD ' (1) ·
'Lantern Park Drive' (1) ·
'Oak Lea Drive ' (1) ·
'ORANGE TREE DR ' (1) ·
'PINETREE LANE ' (1) ·
'SEMINOLE DR ' (1) ·
'SR-528 ' (1) ·
'SR-A1A ' (1) ·
'Trailwood Drive ' (1) ·
'TROON DR ' (1) ·
'Tymber Creek Road ' (1)
700086 (1) ·
790148 (1) ·
794072 (1) ·
794078 (1) ·
794079 (1) ·
796414 (1) ·
796548 (1) ·
796549 (1) ·
880044 (1) ·
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937201 (1)
'0.04MI S OF FOREST HILL ' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.1Mi S OF CR812 LANTANA ' (1) ·
'0.2 mile west of US-17 ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'1.6 miles North of SR-40 ' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'1Mi W of US-1 ' (1) ·
'2.7 MI WEST OF SR-9 I-95 ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'CR-4078 & Lantern Park Dr' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'SR-A1A over Halifax River' (1)
26344631 (1) ·
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26351368 (1) ·
26354425 (1) ·
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80075828 (1) ·
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80274275 (1) ·
80291224 (1) ·
80511334 (1) ·
80583172 (1) ·
80591575 (1) ·
81001126 (1) ·
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81074630 (1) ·
81193011 (1) ·
81193156 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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) ·
No deficiencies (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)
Showing below up to 22 results in range #1 to #22.
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