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.
'12th Avenue South ' (1) ·
'CANAL L-20 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Dirksen Dr ' (1) ·
'E-1 Canal ' (1) ·
'E-3 Canal ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'SALERNO CREEK ' (1) ·
'SR-520 ' (1) ·
'St Johns River Relief ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'W. Relief Indian River ' (1)
'CLINT MOORE RD ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 EB ' (1) ·
'I-95 SB ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'PIONEER ROAD ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'US-192 WB ' (1)
700023 (1) ·
700052 (1) ·
790100 (1) ·
890066 (1) ·
890138 (1) ·
894041 (1) ·
930273 (1) ·
930401 (1) ·
934221 (1) ·
934329 (1) ·
934929 (1) ·
940009 (1) ·
940083 (1) ·
940951 (1)
'1 mile North of SR 812 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'AT US-441 SR-7 ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-95 SB - SR-520 ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US-192 WB-St Johns Relief' (1) ·
'W. of Jensen Bch. Cswy. ' (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 14 results in range #1 to #14.
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