Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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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.
'C-133 Canal ' (1) ·
'C-44 Intake Canal ' (1) ·
'C-51 CANAL ' (1) ·
'DANFORTH CREEK ' (1) ·
'Drainage Canal ' (1) ·
'Lateral "A" Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'Little Tomoka River ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'PERENNIAL CANAL ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1)
'37th Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'66th Avenue ' (1) ·
'CENTRAL BLVD ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR-708 ' (1) ·
'CR726 (Citrus Blv)' (1) ·
'FOREST HILL BLVD. ' (1) ·
'HATTON HIGHWAY ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'PARK COMMERCE BLVD' (1) ·
'Tymber Creek Road ' (1)
794194 (1) ·
884099 (1) ·
884101 (1) ·
884102 (1) ·
884103 (1) ·
894038 (1) ·
894057 (1) ·
894058 (1) ·
894064 (1) ·
930392 (1) ·
934213 (1) ·
934553 (1) ·
934907 (1) ·
934909 (1) ·
934915 (1) ·
934916 (1) ·
936500 (1)
'0.2 Miles North of SR 40 ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.6MI South of CR-714 ' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'1.2MI S OF US-98 ' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'4.85 Miles E of SR-710 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1)
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 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.
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