Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'Banana River Drive ' (1) ·
'Canal ' (1) ·
'CR 709 & FECRR ' (1) ·
'CR-515 & Indian River ' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Intracoastal Waterway ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'MAPLE CREEK ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'Tillman Canal ' (1) ·
'US-1 & FECRR ' (1)
'6TH AVE SO. EB ' (1) ·
'Aviation Ave. ' (1) ·
'Barwick Rd. ' (1) ·
'Barwick Road ' (1) ·
'EB Martin Downs Bd' (1) ·
'Fort Florida Road ' (1) ·
'MAPP RD ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Pinehurst Ave N ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'W LAKE RD CR-717 ' (1)
700108 (1) ·
700109 (1) ·
700113 (1) ·
704045 (1) ·
705908 (1) ·
794076 (1) ·
794077 (1) ·
794078 (1) ·
794079 (1) ·
880053 (1) ·
890038 (1) ·
894033 (1) ·
934307 (1) ·
934505 (1) ·
940113 (1) ·
940114 (1) ·
940115 (1) ·
940116 (1) ·
940126 (1) ·
940127 (1)
'.75 Mile South Midway Rd.' (1) ·
'0.2 mile west of US-17 ' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'SR-528 EB - US-1& FECRR ' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'SR-714 East of Fla. Tpke.' (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 20 results in range #1 to #20.
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