Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'Belvedere Road ' (1) ·
'C-23 CANAL ' (1) ·
'C-52 Canal ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'I-95 ' (1) ·
'LEVEE NO.8 ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'SR 706 To NB I 95 ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'Tillman Canal ' (1)
'Becker Rd. ' (1) ·
'CR-606 Oslo Rd. ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'JOG ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-714 ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 SB TPK 178.03' (1) ·
'WB SR706 to SB I95' (1)
700034 (1) ·
700119 (1) ·
880058 (1) ·
880066 (1) ·
880071 (1) ·
880090 (1) ·
880091 (1) ·
890001 (1) ·
890021 (1) ·
890110 (1) ·
890111 (1) ·
890159 (1) ·
930265 (1) ·
930380 (1) ·
930407 (1) ·
930486 (1) ·
934297 (1) ·
941001 (1)
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2Mi West of CR-512 ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'I 95 SR 706 Interchange ' (1) ·
'I-95 NB - Tillman Canal ' (1) ·
'I-95 SB- Tillman Canal ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'Oslo Rd. over I-95 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'Turnpike at Stuart exit. ' (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) ·
Bridge not over waterway. (1)
Showing below up to 18 results in range #1 to #18.
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