Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'Canoe Creek ' (1) ·
'El Rio Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Little Lake Worth ' (1) ·
'Loxahatchee Slough ' (1) ·
'Military Trail ' (1) ·
'Northlake Blvd. ' (1) ·
'SR 794 Yamato Rd ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'SR786 I95 I95 Ramps ' (1)
Critical 006b:
Facility 007:
'CAMINO REAL ' (1) ·
'Central Blvd ' (1) ·
'EB SR808 Glades Rd' (1) ·
'HOOD RD 110.944 ' (1) ·
'I 95 NB ' (1) ·
'I 95 SR 9 ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PGA Blvd (SR786) ' (1) ·
'Spanish River Blvd' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR A1A ' (1) ·
'SR786 WB to SB I95' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'WB PGA Blvd. ' (1) ·
'WB SR 786 ' (1)
Number 008:
930015 (1) ·
930201 (1) ·
930248 (1) ·
930349 (1) ·
930378 (1) ·
930379 (1) ·
930388 (1) ·
930416 (1) ·
930441 (1) ·
930450 (1) ·
930492 (1) ·
930516 (1) ·
930546 (1) ·
930557 (1) ·
931013 (1) ·
934148 (1) ·
934149 (1) ·
934925 (1) ·
934926 (1) ·
934960 (1) ·
935222 (1) ·
935223 (1)
Location 009:
'0.25 mile North of SR 786' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.3Mi E of Military Trail' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1st overpass east of I-95' (1) ·
'Between SR 710 and 786 ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'Just North of Exit 48 ' (1) ·
'Palm Beach Garden Interch' (1) ·
'SR 808 I 95 Interchange ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26203857 (1) ·
26220464 (1) ·
26220535 (1) ·
26222805 (1) ·
26231070 (1) ·
26231230 (1) ·
26233940 (1) ·
26234020 (1) ·
26483165 (1) ·
26483417 (1) ·
26483495 (1) ·
26502490 (1) ·
26502600 (1) ·
26503760 (1) ·
26503846 (1) ·
26503900 (1) ·
26504000 (1) ·
26504098 (1) ·
26512802 (1) ·
26515528 (1)
Longitude 017:
80032660 (1) ·
80035722 (1) ·
80053485 (1) ·
80054200 (1) ·
80054717 (1) ·
80054960 (1) ·
80055370 (1) ·
80055515 (1) ·
80060970 (1) ·
80061820 (1) ·
80064901 (1) ·
80065730 (1) ·
80070650 (1) ·
80074430 (1) ·
80074716 (1) ·
80075215 (1) ·
80075217 (1) ·
80101305 (1) ·
80101307 (1) ·
80101495 (1) ·
80101517 (1) ·
80102860 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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:
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 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 22 results in range #1 to #22.
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