Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'C-18 CANAL ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'EPB CANAL C-3 ' (1) ·
'FIVE MILE CREEK ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Little Lake Worth ' (1) ·
'Loxahatchee Slough ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1) ·
'SCOTTS CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'ALLAMANDA BLVD. ' (1) ·
'CR611B(EDWARDS RD)' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'DYER PARK ROAD ' (1) ·
'EB SR-710 ' (1) ·
'HOLLY DRIVE ' (1) ·
'HOOD RD 110.944 ' (1) ·
'Hood Road ' (1) ·
'Investment Lane ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'LARCH AVE ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'MONET ROAD ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'PROSPERITY FARM RD' (1) ·
'PROSPERITY FARMSRD' (1) ·
'SR A1A ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'WB SR-710 ' (1)
Number 008:
930356 (1) ·
930381 (1) ·
930398 (1) ·
930419 (1) ·
930441 (1) ·
930535 (1) ·
930536 (1) ·
930546 (1) ·
930557 (1) ·
934135 (1) ·
934137 (1) ·
934140 (1) ·
934162 (1) ·
936551 (1) ·
937000 (1) ·
937001 (1) ·
937002 (1) ·
937003 (1) ·
937007 (1) ·
940015 (1) ·
940067 (1) ·
940070 (1)
Location 009:
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.2MI S OF EDWARDS RD ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1)
Latitude 016:
26470845 (1) ·
26475245 (1) ·
26490130 (1) ·
26490539 (1) ·
26492016 (1) ·
26492039 (1) ·
26492346 (1) ·
26494723 (1) ·
26500997 (1) ·
26501416 (1) ·
26502431 (1) ·
26502490 (1) ·
26503760 (1) ·
26512989 (1) ·
26515340 (1) ·
26515528 (1) ·
26524856 (1) ·
26525829 (1) ·
26525885 (1) ·
27241547 (1) ·
27243079 (1) ·
27245404 (1)
Longitude 017:
80032660 (1) ·
80040825 (1) ·
80041852 (1) ·
80043160 (1) ·
80043826 (1) ·
80051210 (1) ·
80052354 (1) ·
80053044 (1) ·
80055517 (1) ·
80062177 (1) ·
80070400 (1) ·
80071351 (1) ·
80074430 (1) ·
80075174 (1) ·
80075197 (1) ·
80095948 (1) ·
80101483 (1) ·
80101580 (1) ·
80102860 (1) ·
80212904 (1) ·
80214936 (1) ·
80215950 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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)
Culvert 062:
Inspect Date 090:
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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:
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