Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'CITRUS BLVD. ' (1) ·
'CR-708 ' (1) ·
'CR726 (Citrus Blv)' (1) ·
'East Island Access' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'MAPP ROAD ' (1) ·
'SILVER FOX LANE ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'West Farms Road ' (1) ·
'West Island Access' (1)
890141 (1) ·
890142 (1) ·
890145 (1) ·
890148 (1) ·
890149 (1) ·
890150 (1) ·
891000 (1) ·
894042 (1) ·
894056 (1) ·
894057 (1) ·
894059 (1) ·
894060 (1) ·
894063 (1) ·
894064 (1)
'.5mi E. of Indian R Dr. ' (1) ·
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.2MILE S OF SW BECKER RD' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.5mi East of Indiantown' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'Indian Riverside Park ' (1) ·
'West of Ernest Lyons Bri.' (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) ·
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)
Showing below up to 14 results in range #1 to #14.
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