Drilldown: bridge data
From Indian River Lagoon Project
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'Cabbage Slough ' (1) ·
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'L.W.D.D. E-4 CANAL ' (1) ·
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'N RELIEF CANAL ' (1) ·
'ORANGE CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'Rio Mar Bay ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'St Johns River Relief ' (1) ·
'Ten Mile Creek ' (1) ·
'US-1 ' (1) ·
'US-1 & FECRR ' (1) ·
Six Mile Creek (1)
'COUNTY RD 507 ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR-92 EB ' (1) ·
'CR-92 WB ' (1) ·
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'CR714 PALM CITY RD' (1) ·
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'SR-91 NB TPK 150.7' (1) ·
'SR70 WB Okeechobee' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SW 18th Street ' (1) ·
'US-98 (SR-80) ' (1) ·
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SR-46 (1)
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'0.05 MI W of NW 4TH AVE ' (1) ·
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.25 mi. N of County Line' (1) ·
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'0.4 Mile West of US 17-92' (1) ·
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'1/2MI S of US-1 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'1mi. West of CR-613 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'4 miles west of SR 7 ' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
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'SR-472 EB over I-4 ' (1) ·
'SR-528 EB - US-1& FECRR ' (1) ·
'SR-528 WB - US-1 & FECRR ' (1) ·
SR-46 over Six Mile Cr (1)
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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 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)
Showing below up to 33 results in range #1 to #33.
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