Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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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.
'C-51 Canal ' (1) ·
'E-1 Canal ' (1) ·
'FL TPK (SR-91) ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'Lateral D Canal ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'Main Relief Canal ' (1) ·
'SALERNO CREEK ' (1) ·
'SLOUGH ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1)
'66th Avenue ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'EB US 98 SR 80 ' (1) ·
'Enterprise Rd. ' (1) ·
'Forest Hill Blvd. ' (1) ·
'Haverhill Rd ' (1) ·
'I 95 SR 9 ' (1) ·
'INDIANTOWN RD. ' (1) ·
'INDIANTOWN ROAD ' (1) ·
'Roebuck Road ' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'US-1 (SR-5) ' (1) ·
'WB US 98 SR 80 ' (1)
790191 (1) ·
884098 (1) ·
884099 (1) ·
894041 (1) ·
930006 (1) ·
930375 (1) ·
930462 (1) ·
930539 (1) ·
931013 (1) ·
934142 (1) ·
934144 (1) ·
934283 (1) ·
934295 (1) ·
934327 (1)
'0.7Mi South of SR-60 ' (1) ·
'0.9 MILES WEST OF TPK ' (1) ·
'1.0 Mi West of Haverhill ' (1) ·
'1.4 MILES WEST OF TPK ' (1) ·
'1.7 miles North of SR 706' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'No. City Line Boca Raton ' (1) ·
'Palm Beach Garden Interch' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR 80 / I-95 Interchange ' (1)
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
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. (1) ·
N/A (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 14 results in range #1 to #14.
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