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.
'CR-515 & Indian River ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'L.W.D.D. #9 ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'MAPLE CREEK ' (1) ·
'N Fork Loxahatchee River' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'SR 91 TPK ' (1) ·
'SR-401 ' (1) ·
'SR-404 ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
I-95 (1)
'CR712 MDWYRD 150.3' (1) ·
'DAVIS ROAD ' (1) ·
'Fountainhead Blvd.' (1) ·
'Fox Lake Rd. ' (1) ·
'Haverhill Rd ' (1) ·
'INDIAN STREET ' (1) ·
'MAPP RD ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR A1A ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'Tomoka Farms Rd. ' (1) ·
'US-1 SB ' (1) ·
Grant Rd. (1)
700015 (1) ·
700075 (1) ·
700133 (1) ·
700140 (1) ·
700158 (1) ·
705603 (1) ·
790105 (1) ·
890102 (1) ·
894033 (1) ·
894040 (1) ·
930493 (1) ·
934359 (1) ·
936776 (1) ·
937202 (1) ·
940050 (1) ·
940158 (1)
'0.1 mi E of Wickham Road ' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'NORTH OF BLIND CREEK ' (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) ·
'US-1 SB - SR-404 ' (1) ·
1.3 Mi. East of CR-507 (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) ·
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 16 results in range #1 to #16.