Drilldown: bridge data
From Indian River Lagoon Project
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'ARCHIES CREEK ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'CANAL-17 ' (1) ·
'DANFORTH CREEK ' (1) ·
'E3 CANAL ' (1) ·
'ELKCAM CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'Military Trail ' (1) ·
'Murray Creek ' (1) ·
'Nova Canal ' (1) ·
'PERENNIAL CANAL ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SIMS CREEK ' (1) ·
'SR 91 TPK ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'WPB Canal (C-51) ' (1)
'AIROSO BLVD. ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'Central Blvd ' (1) ·
'CR 76A ' (1) ·
'CR708 125.4 ' (1) ·
'DYER PARK ROAD ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I 95 SR 9 ' (1) ·
'LAKE IDA ROAD ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'McClure Road ' (1) ·
'NW 2ND ST ' (1) ·
'Old Dixie Highway ' (1) ·
'PARK COMMERCE BLVD' (1) ·
'PROSPERITY FARM RD' (1) ·
'US-1 ' (1) ·
'Woodcliff Drive ' (1)
790181 (1) ·
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'0.1 MILE WEST OF I-95 ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.6MI South of CR-714 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'1.7 miles North of SR 706' (1) ·
'10ft. East of Nova Road ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'CR 76A over I-95 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just west of I-95 ' (1)
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81014689 (1)
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)
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)
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)
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