Drilldown: bridge data
From Indian River Lagoon Project
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'4th St. and Canal D ' (1) ·
'90th Ave. ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'C-133 Canal ' (1) ·
'C-44 Intake Canal ' (1) ·
'Drainage Canal ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'Halifax Canal ' (1) ·
'I 95 & CSXRR & Canal ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lateral "A" Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'Little Tomoka River ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'MANATEE POCKET ' (1) ·
'Misner Branch ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'SR 60 ' (1) ·
'SR-46 ' (1) ·
'St. Johns River ' (1) ·
'St. Johns River Relief ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'Tomoka River ' (1)
'37th Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'66th Avenue ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR-708 ' (1) ·
'CR726 (Citrus Blv)' (1) ·
'Daytona Avenue ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'HATTON HIGHWAY ' (1) ·
'HORSESHOE POINT RD' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'Main Trail ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'PALMETTO PK RD ' (1) ·
'Spanish River Blvd' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-415 ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-710 WB ' (1) ·
'Tymber Creek Road ' (1) ·
'Willowood Drive ' (1)
700230 (1) ·
704032 (1) ·
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934902 (1)
'.21 E of Minton Rd. ' (1) ·
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2 Miles North of SR 40 ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.2MI S OF US-98 ' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'4.85 Miles E of SR-710 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 over SR-60 ' (1) ·
'Spanish R & I95 Csxrr Can' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'SR-415- St.Johns River ' (1)
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81123762 (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 channel. (1)
Bridge foundations (including piles) on dry land well above flood water elevations. (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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 27 results in range #1 to #27.
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