Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
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Use the filters below to narrow your results.
'Bessey Creek ' (1) ·
'BRANCH OF ICWW ' (1) ·
'C-17 Canal ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'E-2W Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'EPB CANAL C-3 ' (1) ·
'Header Creek Canal ' (1) ·
'I-4 ' (1) ·
'I-4 WB ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'Ten Mile Creek ' (1) ·
Sebastian River (1)
'Benoist Farms Rd ' (1) ·
'CITRUS BLVD. ' (1) ·
'CR-4139 ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'E/B Atlantic Ave. ' (1) ·
'EB SR 70 ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'JUPITER BEACH RD ' (1) ·
'LE CHALET BLVD ' (1) ·
'LINTON BLVD. ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'Orange camp Rd. ' (1) ·
'PROSPERITY FARMSRD' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SR 70 EB ' (1) ·
'SR 710 ' (1) ·
'SR A1A ' (1) ·
'SR-44 WB ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'SW 18TH ST ' (1) ·
'SW 48th Avenue ' (1) ·
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US-1 (1)
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'0.25mi. east of I-95 ' (1) ·
'0.2MI E OF A1A ' (1) ·
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'0.2MI S OF DONALD ROSS ' (1) ·
'0.2MILE S OF SW BECKER RD' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1MI W of US-1 ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'CR-4139 over I-4 ' (1) ·
'I-95 over Midway Road ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'SR-44 WB over I-4 ' (1) ·
US-1 over Sebastian River (1)
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81145411 (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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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