Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15661 (1) ·
15662 (1) ·
15663 (1) ·
15808 (1) ·
15810 (1) ·
15815 (1) ·
15822 (1) ·
15868 (1) ·
19208 (1) ·
19239 (1) ·
19240 (1) ·
19436 (1) ·
19437 (1) ·
19458 (1) ·
19459 (1) ·
19460 (1) ·
19461 (1) ·
19464 (1) ·
19465 (1) ·
19466 (1) ·
19467 (1) ·
19491 (1) ·
19497 (1) ·
19510 (1) ·
19511 (1) ·
19532 (1) ·
19562 (1)
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-23 CANAL ' (1) ·
'C-24 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CSX Railroad ' (1) ·
'DANFORTH CREEK ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'E-2 Canal ' (1) ·
'E-3 CANAL ' (1) ·
'E3-canal ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'I 95 SR 9 ' (1) ·
'L-19 Canal ' (1) ·
'L-5 Canal ' (1) ·
'Lateral A Canal ' (1) ·
'N Fork Loxahatchee River' (1) ·
'S-5 Discharge Canal ' (1) ·
'SFWMD C-51 CANAL ' (1)
Critical 006b:
Facility 007:
'49th St Lindsey Rd' (1) ·
'Australian Ave. ' (1) ·
'BELVEDERE ROAD ' (1) ·
'Benoist Farms Rd ' (1) ·
'CHERRY ROAD ' (1) ·
'CITRUS BLVD. ' (1) ·
'Congress Avenue ' (1) ·
'Crosstown Parkway ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (SB) ' (1) ·
'Levee Road ' (1) ·
'LINTON BLVD ' (1) ·
'MAPP ROAD ' (1) ·
'Melaleuca Lane ' (1) ·
'Park Road ' (1) ·
'Pioneer Road ' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'Woolbright Road ' (1)
Number 008:
884103 (1) ·
894059 (1) ·
894060 (1) ·
930301 (1) ·
930303 (1) ·
930304 (1) ·
930528 (1) ·
930529 (1) ·
930801 (1) ·
930802 (1) ·
930803 (1) ·
930804 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
930811 (1) ·
934229 (1) ·
934271 (1) ·
934273 (1) ·
934282 (1) ·
934297 (1) ·
934361 (1) ·
934485 (1) ·
934711 (1) ·
934721 (1) ·
936776 (1) ·
945274 (1)
Location 009:
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.2MILE S OF SW BECKER RD' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.5Mi W of MILITARY TRAIL' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2MI. W of US-1 ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Between SR704 and 12th St' (1) ·
'I 95 Exit 56 ' (1) ·
'Just West of I 95 ' (1) ·
'North of P. Beach Airport' (1) ·
'Over I 95 1 mi S of SR804' (1)
Latitude 016:
26195649 (1) ·
26200070 (1) ·
26200200 (1) ·
26262127 (1) ·
26284041 (1) ·
26290520 (1) ·
26302755 (1) ·
26302760 (1) ·
26305200 (1) ·
26342300 (1) ·
26354162 (1) ·
26362838 (1) ·
26401260 (1) ·
26402370 (1) ·
26404140 (1) ·
26404400 (1) ·
26410344 (1) ·
26413216 (1) ·
26415000 (1) ·
26415780 (1) ·
26420393 (1) ·
26424967 (1) ·
26572884 (1) ·
27102500 (1) ·
27122000 (1) ·
27174000 (1) ·
27405750 (1)
Longitude 017:
80041660 (1) ·
80041990 (1) ·
80042900 (1) ·
80043530 (1) ·
80050018 (1) ·
80061282 (1) ·
80061975 (1) ·
80074904 (1) ·
80074938 (1) ·
80084271 (1) ·
80084275 (1) ·
80085094 (1) ·
80092158 (1) ·
80102610 (1) ·
80102700 (1) ·
80161000 (1) ·
80210453 (1) ·
80221900 (1) ·
80253500 (1) ·
80274550 (1) ·
80324800 (1) ·
80380610 (1) ·
80391185 (1) ·
80423700 (1) ·
80423874 (1) ·
80462658 (1) ·
80492277 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
Superstructure 059:
Substructure 060:
Channel 061:
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 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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 27 results in range #1 to #27.
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