Drilldown: bridge data
From Indian River Lagoon Project
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'14TH STREET CANAL ' (1) ·
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'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'SWEETIE SLOUGH ' (1) ·
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I-95 (1) ·
Indian River Relief East (1)
'BUCKSKIN TRAIL ' (1) ·
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'SB I-95 (SR 9) ' (1) ·
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'SR91 NB TPK 153.1 ' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'ST LUCIE BLVD ' (1) ·
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Grant Rd. (1) ·
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700158 (1) ·
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'0.1Mi E of ONTARIO DRIVE ' (1) ·
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'1.5 Mi N/O SW Kanner Hwy ' (1) ·
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'150ft. W of WILDWOOD DR ' (1) ·
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'2.6 MILES NORTH OF SR-710' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
1.3 Mi. East of CR-507 (1) ·
SR-520 - Indian River Relief (1)
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80423456 (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 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 not over waterway. (1)
Showing below up to 29 results in range #1 to #29.