Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- 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 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'Earman River (C-17) ' (1) ·
'El Rio Canal ' (1) ·
'Gatlin Blvd ' (1) ·
'I-95 (SR-9) ' (1) ·
'Kings Road ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-528 ' (1) ·
'Tomoka River ' (1)
700072 (1) ·
700085 (1) ·
700090 (1) ·
700091 (1) ·
790027 (1) ·
884063 (1) ·
884064 (1) ·
930003 (1) ·
930072 (1) ·
935222 (1) ·
937003 (1) ·
940108 (1) ·
940109 (1) ·
940111 (1) ·
940112 (1)
'0.10 MI S of BURNS ROAD ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'I-95 over Midway Road ' (1) ·
'Just North of SR-850 ' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-407 NB at SR-528 WB ' (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)
Showing below up to 15 results in range #1 to #15.
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