Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Place 004:
Palm Beach Gardens 
& Service On 042a:
Highway - Pedestrian
& Substructure 060:
Other
& Service On 042a:
Highway - Pedestrian
& Substructure 060:
Other Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'CYPRESS CREEK ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'EPB CANAL C-3 ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Golf Cart Underpass ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'RCA CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SCOTTS CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'Thompson River ' (1)
Critical 006b:
Facility 007:
'ALLAMANDA BLVD. ' (1) ·
'Central Blvd ' (1) ·
'Central Blvd. ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EB PGA Blvd. ' (1) ·
'HOOD RD 110.944 ' (1) ·
'Investment Lane ' (1) ·
'LARCH AVE ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'Military Trail ' (1) ·
'MONET ROAD ' (1) ·
'N. LAKE BLVD EB ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'PROS. FARMS ROAD ' (1) ·
'PROSPERITY FARM RD' (1) ·
'PROSPERITY FARMSRD' (1) ·
'WB PGA Blvd. ' (1)
Number 008:
930106 (1) ·
930265 (1) ·
930267 (1) ·
930268 (1) ·
930349 (1) ·
930379 (1) ·
930381 (1) ·
930419 (1) ·
930441 (1) ·
934128 (1) ·
934129 (1) ·
934135 (1) ·
934137 (1) ·
934138 (1) ·
934139 (1) ·
934148 (1) ·
934149 (1) ·
934162 (1) ·
934175 (1) ·
936551 (1) ·
937000 (1) ·
937003 (1) ·
937007 (1)
Location 009:
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'Tpk/PGA Blvd interchange ' (1)
Latitude 016:
26475245 (1) ·
26482992 (1) ·
26483050 (1) ·
26483417 (1) ·
26483495 (1) ·
26490130 (1) ·
26494457 (1) ·
26494723 (1) ·
26500997 (1) ·
26501410 (1) ·
26501416 (1) ·
26502106 (1) ·
26504000 (1) ·
26504098 (1) ·
26510969 (1) ·
26512802 (1) ·
26512989 (1) ·
26515528 (1) ·
26524856 (1) ·
26525635 (1) ·
26525705 (1) ·
26525829 (1) ·
26525885 (1)
Longitude 017:
80035722 (1) ·
80040100 (1) ·
80040825 (1) ·
80041852 (1) ·
80042035 (1) ·
80043160 (1) ·
80043826 (1) ·
80043939 (1) ·
80043945 (1) ·
80050893 (1) ·
80050894 (1) ·
80051210 (1) ·
80055517 (1) ·
80061936 (1) ·
80062177 (1) ·
80064901 (1) ·
80070800 (1) ·
80074430 (1) ·
80074689 (1) ·
80075174 (1) ·
80075197 (1) ·
80075215 (1) ·
80075217 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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 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:
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