Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
'BLIND CREEK ' (1) ·
'BRITT CANAL ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'Canal ' (1) ·
'Crane Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'LEVEE NO. 8 ' (1) ·
'LEVEE NO.8 ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'RELIEF CANAL ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'St. Johns River ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'BRITT RD ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'Driveway Ent. Exit' (1) ·
'Dubber Road ' (1) ·
'Fountainhead Blvd.' (1) ·
'ISLAND WAY ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SR A1A ' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'SR-80EB (Southern)' (1) ·
'SR-80WB (Southern)' (1) ·
'SR-A1A ' (1) ·
'TROPICALIA AVE. ' (1) ·
'US-1 SB ' (1) ·
'US-1SB ' (1) ·
'US-98 SR700 US441 ' (1)
Number 008:
700013 (1) ·
700107 (1) ·
705601 (1) ·
705603 (1) ·
790155 (1) ·
790159 (1) ·
790199 (1) ·
884065 (1) ·
894000 (1) ·
894019 (1) ·
894044 (1) ·
894052 (1) ·
930407 (1) ·
930408 (1) ·
930465 (1) ·
940004 (1) ·
940084 (1)
Location 009:
'0.1 mi E of Wickham Road ' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'1400ft. N. of SR-400 ' (1) ·
'1Mi W of US-1 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1) ·
'SR-700 CANAL POINT ' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
'US-1 SB-Spruce Creek ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Substructure 060:
Channel 061:
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)
Culvert 062:
N/A (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)
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Deck Type 107:
Scour 113:
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)
Future 114:
Clearance 116:
Showing below up to 17 results in range #1 to #17.
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