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.
'Barge Canal ' (1) ·
'CR-5A ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Kings Road ' (1) ·
'Lake Worth Tide Relief' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-528 ' (1) ·
'Tillman Canal ' (1) ·
'Tomoka River ' (1)
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'ALLAMANDA BLVD. ' (1) ·
'CR-717 ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Lake Worth Road ' (1) ·
'Minton Road CR-509' (1) ·
'SR-3 ' (1) ·
'SR-40 WB ' (1) ·
'SR-407 ' (1) ·
'SR-407 NB ' (1) ·
'SR80(SouthernBlvd)' (1) ·
'W. CAMINO REAL ' (1)
700072 (1) ·
700085 (1) ·
700090 (1) ·
700091 (1) ·
700102 (1) ·
700156 (1) ·
704075 (1) ·
790022 (1) ·
790027 (1) ·
790077 (1) ·
790078 (1) ·
790107 (1) ·
884063 (1) ·
884064 (1) ·
930072 (1) ·
930098 (1) ·
930413 (1) ·
934406 (1) ·
937003 (1)
'0.10 MI S of BURNS ROAD ' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'I-4 EB over I-95 ' (1) ·
'I-4 WB over I-95 ' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 SB - CR-5A ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
I-95 NB and CR-5A (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 (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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Showing below up to 19 results in range #1 to #19.
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