Drilldown: bridge data
From Indian River Lagoon Project
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'SR 91 TPK (PGA BV INT) ' (1) ·
'WEST PALM BEACH CANAL ' (1)
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'ARMONE PLACE ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR-612 8th Street ' (1) ·
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'Old Boynton Road ' (1) ·
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'S. VERDE TRAIL ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'Spanish River Blvd' (1) ·
'SR-407 ' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'SW 23RD AVE. ' (1) ·
'Willow Run Blvd. ' (1)
700091 (1) ·
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'.25 Mi E of AUSTRALIAN ' (1) ·
'.2mi W of Clyde Morris Bl' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'250ft North of SR-60 ' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
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'5th St. SW at CR-611 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'At 58th Ave ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'At S Military Trail ' (1) ·
'AT SR-7 US-441 ' (1) ·
'Palm Beach Garden Interch' (1) ·
'South Side of US-98 ' (1) ·
'Spanish R & I95 Csxrr Can' (1)
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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)
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 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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87 (1)
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