Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service Under 042b:
Highway - Waterway
& Channel 061:
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.
Use the filters below to narrow your results.
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'FL TPK SR-91 ' (1) ·
'FL. TURNPIKE ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'Okeechobee Waterway ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'Turnpike (SR-91) ' (1)
'45th Street CR-702' (1) ·
'CR-714 Indian St. ' (1) ·
'EB SR706 ' (1) ·
'Hypoluxo Rd ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'SR-44 ' (1) ·
'SR-710 EB ' (1) ·
'SR-710 WB ' (1) ·
'SR-A1A ' (1) ·
'US-441 SR-15 ' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1)
790148 (1) ·
790152 (1) ·
890103 (1) ·
890161 (1) ·
890162 (1) ·
894062 (1) ·
930453 (1) ·
930479 (1) ·
930480 (1) ·
930497 (1) ·
930498 (1) ·
934166 (1) ·
934367 (1) ·
934945 (1) ·
934946 (1)
'0.1 MI West of SR-76 ' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'Indiantown Rd./ICW ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-A1A over Halifax River' (1) ·
'US-441 and SR-76 ' (1)
Bridge foundations (including piles) on dry land well above flood water elevations. (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)
Showing below up to 15 results in range #1 to #15.
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