Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'E3 CANAL ' (1) ·
'Indian River IWW ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'JONES CREEK ' (1) ·
'Lake Ashby Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Murray Creek ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SIMS CREEK ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
'WPB Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'BUCKSKIN TRAIL ' (1) ·
'CENTER STREET ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'DYER PARK ROAD ' (1) ·
'Forest Hill Blvd. ' (1) ·
'JOG ROAD (NB) ' (1) ·
'LAKE IDA ROAD ' (1) ·
'Maytown Road ' (1) ·
'McClure Road ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'PROSPERITY FARM RD' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'US-1 ' (1) ·
'US-192 EB ' (1)
Number 008:
700181 (1) ·
790181 (1) ·
794139 (1) ·
794141 (1) ·
890107 (1) ·
894051 (1) ·
930373 (1) ·
930446 (1) ·
934137 (1) ·
934140 (1) ·
934146 (1) ·
934147 (1) ·
934905 (1) ·
934940 (1) ·
934951 (1) ·
934964 (1) ·
936701 (1)
Location 009:
'.75 miles South of SR-882' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'Just west of I-95 ' (1) ·
'US-192 EB - Indian River ' (1)
Latitude 016:
Longitude 017:
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:
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)
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:
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)
Future 114:
Clearance 116:
Showing below up to 17 results in range #1 to #17.
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