Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'C-15 CANAL ' (1) ·
'Cabbage Slough ' (1) ·
'Cow Creek ' (1) ·
'CR-5A ' (1) ·
'FECRR ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'I-95 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'Maytown Rd. ' (1) ·
'Maytown Road ' (1) ·
'Sottile Canal ' (1) ·
'SR-44 ' (1) ·
'SR-442 ' (1) ·
'St Johns River Relief ' (1) ·
I-95 (1) ·
Sottile Canal (1)
'AUDUBON BLVD. ' (1) ·
'Babcock St(CR-507)' (1) ·
'CONGRESS AVE ' (1) ·
'CR-4118 ' (1) ·
'CR-707 (BEACH RD) ' (1) ·
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'Maytown Road ' (1) ·
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'SANDALFOOT BLVD WB' (1) ·
'SR-405 EB ' (1) ·
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Grant Rd. (1) ·
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'0.2 MI W OF LINDELL BLVD ' (1) ·
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'0.4MI S OF LINTON BLVD ' (1) ·
'2.7Mi. N of SR-44 ' (1) ·
'8.3 miles East of SR-415 ' (1) ·
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'Babcock Street over I-95 ' (1) ·
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'I-95 SB-Maytown Road ' (1) ·
'SR-405 EB - FECRR ' (1) ·
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'SR-46 - Cabbage Slough ' (1) ·
'SR-46 - St. Johns Riv. R ' (1) ·
1.3 Mi. East of CR-507 (1) ·
1.9MI E of Babcock St. (1) ·
I-95 NB - Sottile Canal (1) ·
I-95 NB and CR-5A (1) ·
Valkaria Road and I-95 (1)
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81012877 (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) ·
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 25 results in range #1 to #25.
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