Drilldown: bridge data
From Indian River Lagoon Project
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45775 (1) ·
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'Belcher Canal (C-25) ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
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'E-1 Canal ' (1) ·
'E-4 CANAL ' (1) ·
'Halifax River ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'I-4 ' (1) ·
'IWW Indian River ' (1) ·
'L-30 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'Tomoka River ' (1) ·
'West Palm Beach Canal ' (1)
'BINKS FOREST DRIVE' (1) ·
'Driveway Ent. Exit' (1) ·
'Hypoluxo Rd ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'Military Trail ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NB SR-615 ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'SB SR-615 ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-44 ' (1) ·
'SR-46 ' (1) ·
'SR-472 WB ' (1) ·
'SR-715 ' (1) ·
'SR-A1A ' (1) ·
'SR70 WB Okeechobee' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
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'US-98 (SR-80) ' (1)
700195 (1) ·
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940147 (1)
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.7 Mi. E. of I-95 ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1400ft. N. of SR-400 ' (1) ·
'1mi. West of CR-613 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-472 WB over I-4 ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'US-1 NB - Tomoka River ' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
'US-1 SB-Spruce Creek ' (1) ·
'US-1SB - Spruce Cr. S. ' (1)
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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)
Showing below up to 27 results in range #1 to #27.