Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Status:
Date:
County 003:
Place 004:
Route 005d:
Features 006a:
'4th St. and Canal D ' (1) ·
'90th Ave. ' (1) ·
'C-133 Canal ' (1) ·
'C-44 Intake Canal ' (1) ·
'Halifax Canal ' (1) ·
'I 95 & CSXRR & Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'Little Tomoka River ' (1) ·
'Main Relief Canal ' (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)
Critical 006b:
Facility 007:
'49th St Lindsey Rd' (1) ·
'66th Avenue ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR726 (Citrus Blv)' (1) ·
'Daytona Avenue ' (1) ·
'HATTON HIGHWAY ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'Spanish River Blvd' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-415 ' (1) ·
'SR-710 WB ' (1) ·
'Tymber Creek Road ' (1)
Number 008:
700230 (1) ·
790201 (1) ·
790202 (1) ·
790219 (1) ·
790220 (1) ·
794194 (1) ·
795504 (1) ·
880100 (1) ·
880101 (1) ·
880102 (1) ·
884099 (1) ·
884102 (1) ·
884103 (1) ·
890162 (1) ·
894057 (1) ·
894058 (1) ·
930552 (1) ·
934553 (1)
Location 009:
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.2 Miles North of SR 40 ' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'1.2MI S OF US-98 ' (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) ·
'4.85 Miles E of SR-710 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (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)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062: (Click arrow to add another value)
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Rebuilt 106:
Deck Type 107:
Scour 113:
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 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)
Future 114:
Clearance 116:
Showing below up to 18 results in range #1 to #18.
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