Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Place 004:
Palm Beach Gardens 
& Kind 043a:
Prestressed concrete
& Inspect Date 090:
04-16
& Kind 043a:
Prestressed concrete
& Inspect Date 090:
04-16 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) ·
'Burns Road ' (1) ·
'CYPRESS CREEK ' (1) ·
'EPB CANAL C-3 ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Holly Drive ' (1) ·
'I-95 ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'RCA CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'Thompson River ' (1)
Critical 006b:
Facility 007:
'ALLAMANDA 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) ·
'DYER PARK ROAD ' (1) ·
'EB SR 786 ' (1) ·
'HOOD RD 110.944 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Investment Lane ' (1) ·
'LARCH AVE ' (1) ·
'Military Trail ' (1) ·
'N. LAKE BLVD EB ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'NB I-95 (S.R.9) ' (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) ·
'SB I-95 (SR 9) ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'WB SR 786 ' (1)
Number 008:
930265 (1) ·
930267 (1) ·
930268 (1) ·
930381 (1) ·
930419 (1) ·
930441 (1) ·
930491 (1) ·
930492 (1) ·
930517 (1) ·
930518 (1) ·
930521 (1) ·
930526 (1) ·
931013 (1) ·
934128 (1) ·
934129 (1) ·
934135 (1) ·
934137 (1) ·
934138 (1) ·
934139 (1) ·
934140 (1) ·
934148 (1) ·
934149 (1) ·
934162 (1) ·
937003 (1) ·
937007 (1)
Location 009:
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.1MI W OF MILITARY TRAIL' (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) ·
'1.1MI W OF US-1 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1st overpass east of I-95' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'Palm Beach Garden Interch' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'Tpk/PGA Blvd interchange ' (1)
Latitude 016:
26470845 (1) ·
26475245 (1) ·
26482992 (1) ·
26483050 (1) ·
26483417 (1) ·
26483495 (1) ·
26492500 (1) ·
26494457 (1) ·
26494723 (1) ·
26494986 (1) ·
26495114 (1) ·
26500997 (1) ·
26501410 (1) ·
26502106 (1) ·
26503600 (1) ·
26503846 (1) ·
26503900 (1) ·
26504915 (1) ·
26512989 (1) ·
26515528 (1) ·
26524856 (1) ·
26525635 (1) ·
26525705 (1) ·
26525829 (1) ·
26525885 (1)
Longitude 017:
80041852 (1) ·
80042035 (1) ·
80043160 (1) ·
80043826 (1) ·
80043939 (1) ·
80043945 (1) ·
80050893 (1) ·
80050894 (1) ·
80054200 (1) ·
80054600 (1) ·
80054615 (1) ·
80054982 (1) ·
80055200 (1) ·
80055205 (1) ·
80055517 (1) ·
80061936 (1) ·
80062177 (1) ·
80071351 (1) ·
80074430 (1) ·
80074689 (1) ·
80074716 (1) ·
80075174 (1) ·
80075197 (1) ·
80075215 (1) ·
80075217 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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)
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 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)
Future 114:
Clearance 116:
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