Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'Cabbage Slough ' (1) ·
'EL RIO CANAL ' (1) ·
'FELLSMERE CANAL ' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Lake Gertie ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'ORANGE CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Rio Mar Bay ' (1) ·
'St Johns River Relief ' (1) ·
'Ten Mile Creek ' (1) ·
Six Mile Creek (1)
'COUNTY RD 507 ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR-92 EB ' (1) ·
'CR-92 WB ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'CR714 PALM CITY RD' (1) ·
'ISLAND WAY ' (1) ·
'NW 7TH STREET ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PALOMINO DRIVE ' (1) ·
'River Drive ' (1) ·
'SR A1A ' (1) ·
'SR-46 ' (1) ·
'SR70 WB Okeechobee' (1) ·
'WB SR-70 ' (1) ·
SR-46 (1)
700194 (1) ·
790028 (1) ·
790029 (1) ·
794121 (1) ·
794186 (1) ·
880076 (1) ·
885812 (1) ·
890039 (1) ·
890107 (1) ·
894029 (1) ·
894044 (1) ·
934328 (1) ·
934482 (1) ·
935221 (1) ·
940084 (1) ·
940120 (1) ·
940136 (1)
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1/2MI S of US-1 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'1mi. West of CR-613 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR-46 - Cabbage Slough ' (1) ·
'SR-46 - St. Johns Riv. R ' (1) ·
SR-46 over Six Mile Cr (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)
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)
Showing below up to 17 results in range #1 to #17.
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