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.
'Cambridge Canal ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'CSX-RR ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'Deer Wildlife Crossing ' (1) ·
'Habitat Connectivity ' (1) ·
'Halifax Canal ' (1) ·
'I-95 ' (1) ·
'Lake Ashby Canal ' (1) ·
'Reed Canal ' (1) ·
'Spruce Creek ' (1) ·
'SR-40 ' (1) ·
'St. Johns River Relief ' (1) ·
'Sweetwater Branch ' (1) ·
'Tomoka River ' (1) ·
'US 92 ' (1)
'CR-4009 ' (1) ·
'Daytona Avenue ' (1) ·
'Dunn Avenue ' (1) ·
'I-4 EB ' (1) ·
'I-4 Ramp B ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'Lake Ashby Road ' (1) ·
'Maytown Road ' (1) ·
'Oak Lea Drive ' (1) ·
'SR 400 WB ' (1) ·
'SR-40 WB ' (1) ·
'SR-400 ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'Taylor Rd ' (1) ·
'Trailwood Drive ' (1)
790176 (1) ·
790193 (1) ·
790194 (1) ·
790201 (1) ·
790202 (1) ·
790205 (1) ·
790207 (1) ·
790220 (1) ·
790248 (1) ·
794010 (1) ·
794139 (1) ·
794141 (1) ·
794146 (1) ·
794189 (1) ·
794193 (1) ·
795504 (1) ·
796414 (1) ·
796548 (1)
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.2 mi East of SR-421 ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'200ft. East of SR-415 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'I-4 Connector over US-92 ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'I-95 over SR-40 ' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
'SR-40 WB - Habitat Connec' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'SR-44 over CSX-RR ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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) ·
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 18 results in range #1 to #18.
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