Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'CHENEY WAY/CSX RR ' (1) ·
'CSX RAILROAD ' (1) ·
'DIRT FARM ROAD ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'I-95 (SR-9)/CSXRR ' (1) ·
'Military Trail & CSX RR ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'SR 91 TPK ' (1) ·
'SR-710 ' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'SR-91 Turnpike ' (1) ·
'St Lucie River / SR-707 ' (1)
'Clint Moore Road ' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'EB Okee. Blvd. ' (1) ·
'EB SR808 Glades Rd' (1) ·
'HOOD RD 110.944 ' (1) ·
'Hypoluxo Rd ' (1) ·
'JOG ROAD ' (1) ·
'LINTON BLVD. ' (1) ·
'NB US-1 / SR-5 ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'PLM BEACH LAKES BL' (1) ·
'Port St. Lucie Bld' (1) ·
'SR-472 WB ' (1) ·
'U.S.-1 (SR-5) ' (1) ·
'US-98 (SR-80) ' (1) ·
'WB Okee. Blvd. ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
790190 (1) ·
890152 (1) ·
930053 (1) ·
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937709 (1) ·
940142 (1)
'.25m W of US-1 on US-98 ' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'800 ft West of I 95 ' (1) ·
'Hypoluxo Rd over I 95&RR ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'Port of Palm Beach ' (1) ·
'Port St Lucie / FL TPK. ' (1) ·
'SR-472 WB over I-4 ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'Tpk/PGA Blvd interchange ' (1)
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80082635 (1) ·
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80085094 (1) ·
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80152627 (1) ·
80213032 (1) ·
81152767 (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 21 results in range #1 to #21.