Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'Little Lake Worth ' (1) ·
'Loxahatchee Slough ' (1) ·
'Military Trail ' (1) ·
'Northlake Blvd. ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'ST LUCIE CANAL ' (1)
'Central Blvd ' (1) ·
'EB SR 786 ' (1) ·
'EB SR-710 ' (1) ·
'HOOD RD 110.944 ' (1) ·
'I 95 NB SR 9 ' (1) ·
'I 95 SR 9 ' (1) ·
'Investment Lane ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR A1A ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'WB SR 786 ' (1) ·
'WB SR-710 ' (1)
890121 (1) ·
891000 (1) ·
930335 (1) ·
930336 (1) ·
930378 (1) ·
930379 (1) ·
930441 (1) ·
930491 (1) ·
930492 (1) ·
930493 (1) ·
930516 (1) ·
930526 (1) ·
930535 (1) ·
930536 (1) ·
930546 (1) ·
934162 (1)
'0.25 mile North of SR 786' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.5 E of Military Trail ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'1st overpass east of I-95' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'Between SR 710 and 786 ' (1) ·
'NW quad SR811/786 intchge' (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 16 results in range #1 to #16.
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