Drilldown: bridge data
From Indian River Lagoon Project
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'C-51/WEST PALM BCH CANAL' (1) ·
'Canal - D ' (1) ·
'E-4 CANAL ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L-30 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'SR 710 and CSX RR ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'Triple box culvert ' (1) ·
'West Palm Beach Canal ' (1) ·
'WPB CANAL C-51 ' (1)
'10TH AVE NORTH ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CLINT MOORE RD ' (1) ·
'CONGRESS AVE ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'I 95 SR 9 ' (1) ·
'Lake Worth Road ' (1) ·
'Military Trail ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR-A1A ' (1) ·
'SUMMIT BLVD ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-98 (SR-80) ' (1) ·
'WOOLBRIGHT ROAD ' (1)
930015 (1) ·
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937706 (1)
'0.25MI E OF US 1 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.4 mile North of 45th St' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.75 mile South of SR 708' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'4 miles west of SR 7 ' (1) ·
'500FT WEST OF I-95 ' (1) ·
'A1A on Singer Island ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'SR-7 & SR-80 intersection' (1)
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80172828 (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 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 25 results in range #1 to #25.
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