Drilldown: bridge data
From Indian River Lagoon Project
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'Babcock St(CR-507)' (1) ·
'CR-4118 ' (1) ·
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'Fay Blvd. ' (1) ·
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'Hull Road ' (1) ·
'I-4 Ramp ' (1) ·
'Investment Lane ' (1) ·
'LPGA Blvd ' (1) ·
'Old Dixie Highway ' (1) ·
'Pineda Causeway ' (1) ·
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'S Williamson Blvd ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR91 N/S TPK 126.5' (1) ·
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'0.25 Mi. West of SR-405 ' (1) ·
'0.5 E of Military Trail ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'2.7Mi. N of SR-44 ' (1) ·
'Babcock Street over I-95 ' (1) ·
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'Fay Blvd. - I-95 ' (1) ·
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'I-4 EB Ramp - I-95 ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'Old Dixie Hwy over I-95 ' (1) ·
'Oslo Rd. over I-95 ' (1) ·
'Port St. John Pkwy - I-95' (1) ·
'S. Williamson BI-I-95 ' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 WB at I-95 ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (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 20 results in range #1 to #20.
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