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.
'City St. & Crane Creek ' (1) ·
'CR-515 & Indian River ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'L.W.D.D. #9 ' (1) ·
'MAPLE CREEK ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'RELIEF CANAL ' (1) ·
'Spruce Creek ' (1) ·
'SR 91 TPK ' (1) ·
'SR-401 ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
I-95 (1)
'Becker Rd. ' (1) ·
'CR-4009 ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'DAVIS ROAD ' (1) ·
'Fountainhead Blvd.' (1) ·
'Fox Lake Rd. ' (1) ·
'MAPP RD ' (1) ·
'Port St. John Pkwy' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR A1A ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'Tomoka Farms Rd. ' (1) ·
'US-1 ' (1) ·
Grant Rd. (1)
700006 (1) ·
700015 (1) ·
700133 (1) ·
700140 (1) ·
700158 (1) ·
700199 (1) ·
705603 (1) ·
790105 (1) ·
794193 (1) ·
884065 (1) ·
890102 (1) ·
894033 (1) ·
930269 (1) ·
930493 (1) ·
937202 (1) ·
940050 (1) ·
941001 (1)
'0.1 mi E of Wickham Road ' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'NW quad SR811/786 intchge' (1) ·
'Port St. John Pkwy - I-95' (1) ·
'SR-528 EB - SR-401 ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'Tomoka Farms Rd - I-4 ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
1.3 Mi. East of CR-507 (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) ·
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) ·
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.