Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Features 006a:
'BLIND CREEK ' (1) ·
'Boca Inlet ' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'George King Blvd ' (1) ·
'ICWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'KRUEGER CREEK ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Lake Worth Relief ' (1) ·
'Little Lake Worth ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'Relief E.of North Bridge' (1) ·
'Sebastian Inlet ' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1) ·
'Tide Relief Canal ' (1) ·
George King Blvd (1)
Critical 006b:
Facility 007:
Number 008:
700210 (1) ·
700211 (1) ·
880005 (1) ·
890120 (1) ·
890150 (1) ·
890158 (1) ·
890160 (1) ·
930060 (1) ·
930361 (1) ·
930545 (1) ·
930546 (1) ·
930547 (1) ·
940004 (1) ·
940045 (1) ·
940046 (1) ·
940084 (1) ·
940158 (1)
Location 009:
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'200' East of US-1(SR-5) ' (1) ·
'2MI E of SR-76 ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'A1A on Singer Island ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'SR-A1A East of ICWW ' (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:
Width 052:
Deck 058:
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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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 17 results in range #1 to #17.
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