Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'C-18 CANAL ' (1) ·
'CR-5A ' (1) ·
'Crane Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'Military Trail ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'Thompson River ' (1) ·
Indian River ICW (1)
'Central Blvd ' (1) ·
'Dubber Road ' (1) ·
'EB PGA Blvd. ' (1) ·
'Fountainhead Blvd.' (1) ·
'Hood Road ' (1) ·
'I 95 NB SR 9 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Military Trail ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR786 WB to SB I95' (1) ·
'WB PGA Blvd. ' (1) ·
SR-518 (1)
700156 (1) ·
700184 (1) ·
705601 (1) ·
705603 (1) ·
930106 (1) ·
930267 (1) ·
930335 (1) ·
930336 (1) ·
930349 (1) ·
930356 (1) ·
930378 (1) ·
930379 (1) ·
930388 (1) ·
930398 (1) ·
934138 (1) ·
934148 (1) ·
934149 (1)
'0.1 mi E of Wickham Road ' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8MI E OF I-95 ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
I-95 NB and CR-5A (1) ·
SR-518 over Indian River (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)
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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) ·
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 17 results in range #1 to #17.