Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Features 006a:
'CANAL ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CANAL E-4 ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'DRAINAGE CANAL ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'HOWARD CREEK ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Gertie ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'None ' (1) ·
'NORTH CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 70 ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'SR-91 Turnpike ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.3 m N of Martin Co. line' (1) ·
'.3m N of Martin Co. line ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.3MI N OF OKEECHOBEE BLV' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'I 95 SR 706 Interchange ' (1) ·
'I-95 / SR 706 Interchange' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'SR60 1.6Miles W. of A1A ' (1) ·
'Tpk. SR 706 Interchange ' (1) ·
'WB SR800.2Mi west of US-1' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
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: (Click arrow to add another value)
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:
Future Year 115:
Clearance 116:
Showing below up to 45 results in range #1 to #45.
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