Drilldown: bridge data
From Indian River Lagoon Project
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'NB I 95 to Gateway' (1) ·
'Spanish River Blvd' (1) ·
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I-95 (1)
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'1.7 miles east of SR 7 ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'11.4Mi N of Palm Beach Co' (1) ·
'2mi. East of SR-91 ' (1) ·
'3.9Mi N. of Palm Beach Co' (1) ·
'4.7Mi N. of Palm Beach Co' (1) ·
'5.5mi. S of SR70 / I-95 ' (1) ·
'7.4Mi N. of Palm Beach Co' (1) ·
'7.9 Mi N of Palm Beach Co' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'800 ft West of I 95 ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'I-95 - SR-514 ' (1) ·
'I-95 over SR-40 ' (1) ·
'I-95 over US-192 ' (1) ·
'Just west of I-95 ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'Spanish R & I95 Csxrr Can' (1) ·
'SR-507 NB - Tillman Canal' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'US-1 SB - SR-404 ' (1) ·
'US-192 EB - Indian River ' (1) ·
'West of Ernest Lyons Bri.' (1) ·
I-95 over Addison Canal (1) ·
I-95 over Wickham Road (1)
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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)
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)
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8328 (1)
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