Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Features 006a:
'BRANCH OF C-44 CANAL ' (1) ·
'C-133 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-44 Intake Canal ' (1) ·
'C-51 Canal ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Intracoastal Waterway ' (1) ·
'Jupiter Creek ' (1) ·
'L-30 CANAL ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'Northlake Blvd. WB ' (1) ·
'ORANGE CANAL ' (1) ·
'SLOUGH ' (1) ·
'SR-91 (Fla. Turnpike) ' (1) ·
'Thompson River ' (1) ·
'Troup Indiantown Canal ' (1)
Critical 006b:
Facility 007:
'CR-726 CITRUS BLVD' (1) ·
'CR726 (Citrus Blv)' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'EB SR706 ' (1) ·
'Indiantown Rd. ' (1) ·
'Indiantown Road ' (1) ·
'Loxahatchee Slough' (1) ·
'Military Trail ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'N. LAKE BLVD EB ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'Northlake Blvd. EB' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'WB SR 706 ' (1)
Number 008:
890015 (1) ·
894029 (1) ·
894053 (1) ·
894057 (1) ·
894058 (1) ·
930267 (1) ·
930268 (1) ·
930374 (1) ·
930391 (1) ·
930420 (1) ·
930453 (1) ·
930454 (1) ·
930460 (1) ·
934138 (1) ·
934142 (1) ·
934144 (1) ·
934148 (1) ·
934149 (1) ·
934167 (1) ·
934168 (1) ·
934318 (1) ·
934915 (1) ·
934916 (1) ·
934936 (1) ·
934937 (1)
Location 009:
'.5 mi East of I-95 ' (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 MI N OF LAKE IDA ROAD' (1) ·
'0.9 MILES WEST OF TPK ' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.4 MILES WEST OF TPK ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'4.85 Miles E of SR-710 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'SR-80 & Military Trail ' (1) ·
'Tpk. / SR 706 Interchange' (1)
Latitude 016:
25564070 (1) ·
26252770 (1) ·
26252771 (1) ·
26290244 (1) ·
26290245 (1) ·
26361307 (1) ·
26403700 (1) ·
26482992 (1) ·
26483050 (1) ·
26483417 (1) ·
26483495 (1) ·
26483934 (1) ·
26483998 (1) ·
26494457 (1) ·
26560189 (1) ·
26560245 (1) ·
26560246 (1) ·
26560311 (1) ·
26560520 (1) ·
26561373 (1) ·
27011625 (1) ·
27012740 (1) ·
27020590 (1) ·
27022662 (1) ·
27024321 (1)
Longitude 017:
80050063 (1) ·
80050893 (1) ·
80050894 (1) ·
80061936 (1) ·
80064300 (1) ·
80064817 (1) ·
80065069 (1) ·
80071862 (1) ·
80071933 (1) ·
80072101 (1) ·
80072169 (1) ·
80075215 (1) ·
80075217 (1) ·
80083165 (1) ·
80100580 (1) ·
80103468 (1) ·
80103494 (1) ·
80103501 (1) ·
80222157 (1) ·
80231002 (1) ·
80241142 (1) ·
80255958 (1) ·
80263114 (1) ·
80901477 (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:
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 not over waterway. (1)
Future 114:
Clearance 116:
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