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.
'CANAL ' (1) ·
'CR-515 & Indian River ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'L.W.D.D. #9 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAPLE CREEK ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'RELIEF CANAL ' (1) ·
'Rowland Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR-401 ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
I-95 (1)
'CR712 MDWYRD 150.3' (1) ·
'DAVIS ROAD ' (1) ·
'Fountainhead Blvd.' (1) ·
'Fox Lake Rd. ' (1) ·
'HOLLY DRIVE ' (1) ·
'INLET CAY DR. ' (1) ·
'ISLAND DRIVE ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'MAPP RD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'Tomoka Farms Rd. ' (1) ·
'West Farms Road ' (1) ·
'Williams Road ' (1) ·
Grant Rd. (1)
700015 (1) ·
700133 (1) ·
700140 (1) ·
700158 (1) ·
705603 (1) ·
790105 (1) ·
794063 (1) ·
890102 (1) ·
894033 (1) ·
894056 (1) ·
930493 (1) ·
934940 (1) ·
935506 (1) ·
936654 (1) ·
936655 (1) ·
937000 (1) ·
937002 (1) ·
937202 (1) ·
940050 (1)
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.04Mi W OF A1A ' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'1.0 Mile West of SR-710 ' (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) ·
'SR-528 EB - SR-401 ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'Tomoka Farms Rd - I-4 ' (1) ·
1.3 Mi. East of CR-507 (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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