Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- 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-24 Canal ' (1) ·
'CSX RR ' (1) ·
'El Rio Canal E-4 ' (1) ·
'FL TPK (SR-91) ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'Lateral D Canal ' (1) ·
'LWDD E1 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'SALERNO CREEK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'Sykes Creek ' (1) ·
'WPB STUB CANAL ' (1)
'66th Avenue ' (1) ·
'BELVEDERE RD ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'Crosstown Parkway ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'E Gateway Blvd ' (1) ·
'EB US 98 SR 80 ' (1) ·
'Enterprise Rd. ' (1) ·
'Roebuck Road ' (1) ·
'SR-520 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'US-1 (SR-5) ' (1) ·
'WB US 98 SR 80 ' (1) ·
'YAMATO RD ' (1)
700193 (1) ·
790191 (1) ·
884098 (1) ·
884099 (1) ·
894041 (1) ·
930006 (1) ·
930319 (1) ·
930433 (1) ·
930434 (1) ·
930462 (1) ·
930539 (1) ·
931013 (1) ·
934208 (1) ·
934283 (1) ·
934928 (1) ·
945274 (1)
'0.1MI W OF I-95 ' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'1.0 Mi West of Haverhill ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'Palm Beach Garden Interch' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR-520 - Sykes Creek ' (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 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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