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.
'B-19 Canal / Trib 1 ' (1) ·
'Cambridge Canal ' (1) ·
'Canal ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Deer Wildlife Crossing ' (1) ·
'Drainage Canal ' (1) ·
'Halifax Canal ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Lake Ashby Canal ' (1) ·
'Reed Canal ' (1) ·
'Spruce Creek ' (1) ·
'St. Johns River Relief ' (1) ·
'Tomoka River ' (1) ·
'US 92 ' (1)
'Cassadaga Road ' (1) ·
'CR-4009 ' (1) ·
'Daytona Avenue ' (1) ·
'Dunn Avenue ' (1) ·
'Enterprise Rd. ' (1) ·
'Esplanade Avenue ' (1) ·
'I-4 EB ' (1) ·
'I-4 Ramp B ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'Lake Ashby Road ' (1) ·
'Oak Lea Drive ' (1) ·
'Old Dixie Highway ' (1) ·
'Orange camp Rd. ' (1) ·
'SR 400 WB ' (1) ·
'SR-400 ' (1) ·
'SR-415 ' (1) ·
'Trailwood Drive ' (1)
790191 (1) ·
790201 (1) ·
790202 (1) ·
790205 (1) ·
790207 (1) ·
790210 (1) ·
790211 (1) ·
790220 (1) ·
790227 (1) ·
790248 (1) ·
794123 (1) ·
794124 (1) ·
794146 (1) ·
794189 (1) ·
794193 (1) ·
795504 (1) ·
796413 (1) ·
796414 (1) ·
796548 (1)
'0.02 MI S/O LPGA Blvd ' (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 N/O Cap Diville Ave' (1) ·
'200ft. East of SR-415 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'Cassadaga Road over I-4 ' (1) ·
'Enterprise Rd. Over I-4 ' (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 NB over Spruce Creek' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
'SR-415 -St. Johns Relief ' (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 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 19 results in range #1 to #19.
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