Drilldown: bridge data
From Indian River Lagoon Project
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'11th Street Canal ' (1) ·
'BOYNTON CANAL ' (1) ·
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'LOXAHATCHEE RIVER ' (1) ·
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'S-5 Discharge Canal ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'St Johns River ' (1) ·
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'Turkey Creek ' (1) ·
Six Mile Creek (1)
'16TH ST ' (1) ·
'Alta Drive ' (1) ·
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'CR-613 (58TH AVE.)' (1) ·
'CR-722 (COVE RD) ' (1) ·
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'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
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'Fountainhead Blvd.' (1) ·
'Indian Lake Road ' (1) ·
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'MURPHY RD ' (1) ·
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'PARK AVE. W. ' (1) ·
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'SE ISLAND WAY ROAD' (1) ·
'Southern Boulevard' (1) ·
'SR-520 WB ' (1) ·
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'SR91 NB TPK 91.26 ' (1) ·
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'.5MI W of A1A & E of SR-5' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
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'0.3MI W OF CONGRESS AVE ' (1) ·
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'0.7MI N OF BOYNTON BCH BL' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.35Mi N of US-192 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'At LPGA Blvd. ' (1) ·
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'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'Port St. John Pkwy - I-95' (1) ·
'SR-520 WB -St Johns River' (1) ·
'SR-700 CANAL POINT ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-1 over Turkey Creek ' (1) ·
SR-46 over Six Mile Cr (1)
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5 (1) ·
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910 (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) ·
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (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 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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
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4 (1) ·
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68099 (1) ·
7000 (1) ·
800 (1) ·
9 (1)
Showing below up to 33 results in range #1 to #33.