Drilldown: bridge data
From Indian River Lagoon Project
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'Angle Rd - Belcher Canal' (1) ·
'ANGLE RD & BELCHER CANAL' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'CANAL L-20 ' (1) ·
'City St. & Crane Creek ' (1) ·
'CR-515 & Indian River ' (1) ·
'FL. TURNPIKE ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'HOWARD CREEK ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'Lake Washington Road ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1)
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'EB Forest Hill Bld' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'EB SR706 ' (1) ·
'I-95 NB ' (1) ·
'MINUTE MAID RD 165' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB US 1 ' (1) ·
'SR-401 NB ' (1) ·
'SR-401 SB ' (1) ·
'SR-430 EB ' (1) ·
'SR-430 WB ' (1) ·
'SR-44 ' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-A1A ' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 SB TPK 157.9 ' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-1 ' (1) ·
'US-441 SR-15 ' (1) ·
'WB Spanish River ' (1) ·
'WB SR 706 ' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1)
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'.3 m N of Martin Co. line' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'SR 520 EB - Indian River ' (1) ·
'SR 520 WB Indian River ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-430 EB - Halifax River' (1) ·
'SR-430 WB - Halifax River' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-A1A over Halifax River' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-441 and SR-76 ' (1) ·
'WB SR800.2Mi west of US-1' (1)
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8950 (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)
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 (including piles) on dry land well above flood water elevations. (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 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)
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