Drilldown: bridge data
From Indian River Lagoon Project
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'B-19 Canal ' (1) ·
'BOYNTON CANAL ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
'C-37 Canal ' (1) ·
'C-51 CANAL ' (1) ·
'Canal ' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'Halifax River ' (1) ·
'ITCWD CANAL #1 ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'Reed Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'South Relief Canal ' (1) ·
'WEST PALM BEACH CANAL ' (1)
'20TH AVENUE ' (1) ·
'Americana Blvd. ' (1) ·
'Barwick Rd. ' (1) ·
'Barwick Road ' (1) ·
'BELVEDERE RD WB ' (1) ·
'BIG BLUE TRACE ' (1) ·
'CLINT MOORE RD ' (1) ·
'CONGRESS AVE ' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'Emerson Ave 27th A' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'LARCH AVE ' (1) ·
'Magnolia Avenue ' (1) ·
'Malabar Rd ' (1) ·
'MARGINAL RD ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'W LAKE RD CR-717 ' (1) ·
'Willow Run Blvd. ' (1) ·
'YAMATO RD ' (1)
704004 (1) ·
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'.2mi W of Clyde Morris Bl' (1) ·
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.2 Mi East of US-1 ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.2 mile west of US-17 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'1MI W OF SR 809 ' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.8MI S OF SR-60 ' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'AT US-441 SR-7 ' (1) ·
'Intrsect w Reed Canal Rd ' (1)
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81010311 (1) ·
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81193143 (1) ·
81193290 (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 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)
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 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)
Showing below up to 24 results in range #1 to #24.
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