Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River Relief West' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'Goat Creek ' (1) ·
'Indian River Relief ' (1) ·
'Lake Worth Relief ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'St Johns River Relief ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1) ·
Banana River Relief (1)
Critical 006b:
Facility 007:
'AVENUE OF PGA ' (1) ·
'Blue Heron Blvd ' (1) ·
'BROWNS FARM/CR-827' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-415 ' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'US-1 NB ' (1) ·
'Volco Road ' (1) ·
SR-520 (1)
Number 008:
700080 (1) ·
700146 (1) ·
700192 (1) ·
700205 (1) ·
790198 (1) ·
794131 (1) ·
794133 (1) ·
880052 (1) ·
890083 (1) ·
930223 (1) ·
930235 (1) ·
930241 (1) ·
930545 (1) ·
934518 (1) ·
937005 (1)
Location 009:
'0.1 MI S of PGA BLVD ' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.5Mi East of US-1 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'SR-404 EB-Banana Riv Rel ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-A1A East of ICWW ' (1) ·
'US-1 NB over Goat Creek ' (1) ·
SR-520 - Banana River (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:
Deck 058: (Click arrow to add another value)
Superstructure 059:
Substructure 060:
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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)
Culvert 062:
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 15 results in range #1 to #15.
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