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-23 CANAL ' (1) ·
'Canal ' (1) ·
'DANFORTH CREEK ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'Drainage Canal ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'E-2W CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Lake Ashby Canal ' (1) ·
'N. NEW RIVER CANAL ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Rio Mar Bay ' (1) ·
'Ten Mile Creek ' (1)
'CHERRY ROAD ' (1) ·
'CITRUS BLVD. ' (1) ·
'CR 76A ' (1) ·
'Hood Road ' (1) ·
'Investment Lane ' (1) ·
'Island Drive ' (1) ·
'Lake Ashby Road ' (1) ·
'MAPP ROAD ' (1) ·
'Maytown Road ' (1) ·
'OKEELANTA RD. ' (1) ·
'River Drive ' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR70 WB Okeechobee' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'WB SR-70 ' (1)
794139 (1) ·
794141 (1) ·
794146 (1) ·
885812 (1) ·
890114 (1) ·
890141 (1) ·
890142 (1) ·
894059 (1) ·
894060 (1) ·
930398 (1) ·
931008 (1) ·
934162 (1) ·
934229 (1) ·
934522 (1) ·
936656 (1) ·
940120 (1) ·
940136 (1)
'.1 Mile W of US-A1A ' (1) ·
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.2MILE S OF SW BECKER RD' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.5 E of Military Trail ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1.5mi East of Indiantown' (1) ·
'100Ft. South of Bay Drive' (1) ·
'1mi. West of CR-613 ' (1) ·
'200ft. East of SR-415 ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'AT US-27 ' (1) ·
'CR 76A over I-95 ' (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 17 results in range #1 to #17.