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: (Click arrow to add another value)
Features 006a:
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'Boynton Inlet ' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'George King Blvd ' (1) ·
'ICWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Halifax River ' (1) ·
'KRUEGER CREEK ' (1) ·
'Lake Worth Relief ' (1) ·
'Relief E.of North Bridge' (1) ·
'SALERNO CREEK ' (1) ·
George King Blvd (1)
Critical 006b:
Facility 007:
Number 008:
700210 (1) ·
700211 (1) ·
790148 (1) ·
890120 (1) ·
890150 (1) ·
894041 (1) ·
930061 (1) ·
930269 (1) ·
930545 (1) ·
940003 (1) ·
940004 (1) ·
940046 (1) ·
940084 (1) ·
940094 (1)
Location 009:
'0.23 MI N FPL POWER PLANT' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'2MI E of SR-76 ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'South Causeway over ICWW ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'SR-A1A East of ICWW ' (1) ·
'SR-A1A over Halifax River' (1) ·
SR-A1A SB- George King (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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) ·
N/A (1)
Culvert 062:
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 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)
Future 114:
Clearance 116:
Showing below up to 14 results in range #1 to #14.
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