Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'Canal ' (1) ·
'E-2-E Canal ' (1) ·
'HAULOVER CANAL ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'I-95 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'JOANN CANAL ' (1) ·
'KRUEGER CREEK ' (1) ·
'LATERAL A CANAL ' (1) ·
'Little Tomoka River ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Rockledge Creek ' (1) ·
'Ross Creek ' (1) ·
'SR-50 ' (1) ·
'Tomoka River ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
'Yacht Club Cut ' (1)
'53RD STREET ' (1) ·
'COURTENAY PARKWAY ' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'Fifth Street ' (1) ·
'Fox Lake Rd. ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
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'SR-40 ' (1) ·
'SR-40 WB ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR-A1A ' (1) ·
'SR806 Atlantic Ave' (1) ·
'Tucker Lane ' (1) ·
'US-1 (SR-5) ' (1)
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700132 (1) ·
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940004 (1)
'.75 miles South of SR-882' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5 Mi S of SR-407 ' (1) ·
'0.6 Mi W of SR-11 ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.2 miles South of SR-520' (1) ·
'2.5 Miles South of SR-520' (1) ·
'2.96 Mi. West of I-95 ' (1) ·
'2MI E of SR-76 ' (1) ·
'300' E of FL Turnpike ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'I-95 NB over SR-50 ' (1) ·
'I-95 SB over SR-50 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'SR-40 WB -Tomoka River ' (1)
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81095154 (1) ·
81194815 (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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 22 results in range #1 to #22.
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