Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'BRANCH OF INDIAN RIVER ' (1) ·
'C-51 Canal ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'ELKCAM CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Frazier Creek ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'JONES CREEK ' (1) ·
'LATERAL A CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SIMS CREEK ' (1) ·
'St. Lucie River ' (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'AIROSO BLVD. ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER STREET ' (1) ·
'DYER PARK ROAD ' (1) ·
'ISLAND RD. ' (1) ·
'McClure Road ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'NW 5TH STREET ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'PROSPERITY FARM RD' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR-5 (US-1) ' (1)
Number 008:
884038 (1) ·
884063 (1) ·
890002 (1) ·
890003 (1) ·
894051 (1) ·
895501 (1) ·
930030 (1) ·
934137 (1) ·
934140 (1) ·
934146 (1) ·
934147 (1) ·
934148 (1) ·
934149 (1) ·
934299 (1) ·
935501 (1) ·
936701 (1) ·
944013 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'1/4Mi W of New Roosevelt ' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'SR-5 S of Roosevelt BR ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
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 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:
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:
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:
Future Year 115:
Clearance 116:
Showing below up to 17 results in range #1 to #17.
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