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:
Direction 005e:
Features 006a:
'C-23 CANAL ' (1) ·
'Canal 15 ' (1) ·
'CPB20 CANAL ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'Indian River IWW ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Worth Tide Relief' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'MANATEE CREEK ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'TRIBUTARY OF MANATEE CRK' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'CR-722 (COVE RD) ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'EB SR - 714 ' (1) ·
'Fountainhead Blvd.' (1) ·
'GOLDFINCH LANE ' (1) ·
'I 95 NB SR 9 ' (1) ·
'John Rodes Blvd. ' (1) ·
'MURPHY RD ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'PIONEER ROAD ' (1) ·
'Port Malabar Bl EB' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'Southern Boulevard' (1) ·
'SPARROW DRIVE ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR80(SouthernBlvd)' (1) ·
'SUNSET TRAIL ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'US-192 ' (1) ·
'US-192 WB ' (1) ·
'WB Lake Worth Rd. ' (1)
Number 008:
700172 (1) ·
700174 (1) ·
704188 (1) ·
704203 (1) ·
705603 (1) ·
705910 (1) ·
890011 (1) ·
890012 (1) ·
890044 (1) ·
890134 (1) ·
894003 (1) ·
894019 (1) ·
894031 (1) ·
894049 (1) ·
930097 (1) ·
930098 (1) ·
930319 (1) ·
930328 (1) ·
930335 (1) ·
930336 (1) ·
934221 (1) ·
937354 (1) ·
937360 (1) ·
940101 (1) ·
940102 (1)
Location 009:
'.5MI W of A1A & E of SR-5' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.1 Mile East of A1A ' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.2 Miles East of US-1 ' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2Mi S of COVE RD ' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.5Mi E of A1A ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.35Mi N of US-192 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At Lake Washington Rd ' (1) ·
'US-192 WB-Indian River ' (1)
Latitude 016:
26214420 (1) ·
26370912 (1) ·
26401668 (1) ·
26403161 (1) ·
26403240 (1) ·
26415887 (1) ·
26421675 (1) ·
26502240 (1) ·
26502290 (1) ·
26582879 (1) ·
27044705 (1) ·
27081946 (1) ·
27082843 (1) ·
27083585 (1) ·
27100650 (1) ·
27101997 (1) ·
27120310 (1) ·
27245645 (1) ·
27245841 (1) ·
28010115 (1) ·
28045218 (1) ·
28050339 (1) ·
28055660 (1) ·
28070604 (1) ·
28085200 (1)
Longitude 017:
80022719 (1) ·
80025423 (1) ·
80054930 (1) ·
80060655 (1) ·
80060720 (1) ·
80074786 (1) ·
80081246 (1) ·
80105883 (1) ·
80111608 (1) ·
80111763 (1) ·
80120806 (1) ·
80131759 (1) ·
80140096 (1) ·
80161483 (1) ·
80165077 (1) ·
80174285 (1) ·
80183914 (1) ·
80231716 (1) ·
80231922 (1) ·
80352988 (1) ·
80354573 (1) ·
80355880 (1) ·
80401763 (1) ·
80420110 (1) ·
80424100 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090:
Direction 102:
Rebuilt 106:
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) ·
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:
Clearance 116:
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