Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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- repository (98)
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Use the filters below to narrow your results.
'CLEAR LAKE ' (1) ·
'CSX RAILROAD ' (1) ·
'EPB - 10 Canal ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'Loxahatchee River ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SR-91 Turnpike ' (1) ·
'SWA Retention Canal ' (1) ·
'Turnpike (SR-91) ' (1) ·
'WPB STUB CANAL ' (1)
'45th Street CR-702' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'BELVEDERE RD ' (1) ·
'EB SR 704 ' (1) ·
'Haverhill Road ' (1) ·
'Jog Road ' (1) ·
'PLM BEACH LAKES BL' (1) ·
'Riverbend Park Rd ' (1) ·
'Southern Boulevard' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 SB TPK 100.15' (1) ·
'US-98 (SR-80) ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB Okee. Blvd. ' (1)
930053 (1) ·
930097 (1) ·
930142 (1) ·
930183 (1) ·
930210 (1) ·
930235 (1) ·
930417 (1) ·
930506 (1) ·
934158 (1) ·
934166 (1) ·
934171 (1) ·
934176 (1) ·
934208 (1) ·
934277 (1) ·
937707 (1) ·
937709 (1)
'.25m W of US-1 on US-98 ' (1) ·
'.5MI W of A1A & E of SR-5' (1) ·
'.7mi. E of Congress Ave. ' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.1MI W OF I-95 ' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.5MI S OF P.B. LAKES BLV' (1) ·
'1.0 M West of Haverhill R' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'SR-704 Over SR-91 ' (1) ·
'WEST PALM BEACH INTERCH. ' (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 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 16 results in range #1 to #16.
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