Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Aurantia Rd. ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'L-5 CANAL ' (1) ·
'SR 70 ' (1) ·
'SR-404 ' (1) ·
'SR-406 ' (1) ·
'SR-50 ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'Ten Mile Creek ' (1) ·
'US-1 ' (1)
'DUDA ROAD ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'Saxon Blvd EB ' (1) ·
'Saxon Blvd WB ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-407 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'US-1 SB ' (1)
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940123 (1) ·
940134 (1)
'.5 miles South of SR-70 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'4.5 Mi. N of SR-46 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 NB over SR-50 ' (1) ·
'I-95 over Midway Road ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'I-95 SB over SR-50 ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-405 WB - US-1 ' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 WB at I-95 ' (1) ·
'US-1 SB - SR-404 ' (1)
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81161879 (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 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 24 results in range #1 to #24.
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