Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'C-51 CANAL ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'CYPRESS CREEK ' (1) ·
'DIRT FARM ROAD ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'Indian River EastRelief ' (1) ·
'Indian River Relief ' (1) ·
'Jupiter Creek ' (1) ·
'Long Creek ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR-91 Turnpike ' (1) ·
Tillman Canal (1)
'CHERRY ROAD ' (1) ·
'EB Okee. Blvd. ' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'FLYING COW ROAD ' (1) ·
'Indiantown Road ' (1) ·
'LINTON BLVD. ' (1) ·
'MILITARY TR. NB ' (1) ·
'NW 7TH STREET ' (1) ·
'PALMWOOD ROAD ' (1) ·
'US 192 WB ' (1) ·
'US-192 ' (1) ·
'US-192 EB ' (1) ·
'WB Martin Downs Bd' (1) ·
SR-507 SB (1)
700190 (1) ·
700233 (1) ·
700234 (1) ·
700235 (1) ·
890143 (1) ·
930418 (1) ·
930420 (1) ·
934136 (1) ·
934229 (1) ·
934292 (1) ·
934483 (1) ·
934935 (1) ·
935221 (1) ·
940139 (1) ·
940140 (1)
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'2mi. East of SR-91 ' (1) ·
'AT SR-80 ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'US-192 - Indian River Rel' (1) ·
'US-192 EB - Indian Riv ' (1) ·
SR-507 SB-Tillman Canal (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 15 results in range #1 to #15.
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