Drilldown: bridge data
From Indian River Lagoon Project
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'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'Canal ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'E-3 Canal ' (1) ·
'E3 CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'M-1 CANAL ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SIMS CREEK ' (1) ·
'SR-68 ' (1) ·
'SR-9 (I-95) ' (1) ·
'St. Johns River ' (1) ·
'WPB Canal (C-51) ' (1)
'6TH AVE SO. WB ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
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'DYER PARK ROAD ' (1) ·
'Emerson Drive ' (1) ·
'Forest Hill Blvd. ' (1) ·
'Graham Road ' (1) ·
'JOG ROAD (NB) ' (1) ·
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'McClure Road ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'OKEECHOBEE RD. EB ' (1) ·
'Patti Drive ' (1) ·
'PROSPERITY FARM RD' (1) ·
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'0.5 mile West of I-95 ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
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'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'1MI SW OF US-441 ' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just North of SR70 on I95' (1) ·
'Just west of I-95 ' (1) ·
'SR-415 - St. Johns River ' (1)
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81123701 (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)
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)
Showing below up to 25 results in range #1 to #25.
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