Drilldown: bridge data
From Indian River Lagoon Project
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'11th Street Canal ' (1) ·
'Canal ' (1) ·
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'IWW Halifax River ' (1) ·
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'SR 91 TPK ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
'US-92 ' (1)
'Ballough Street ' (1) ·
'Bellevue Ave ' (1) ·
'CR708 125.4 ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'Driveway Ent. Exit' (1) ·
'I-95 ' (1) ·
'I-95 SB ' (1) ·
'Main Street ' (1) ·
'Riverside Dr ' (1) ·
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'SR 91 TPK 120.25 ' (1) ·
'SR-400 ' (1) ·
'SR-430 EB ' (1) ·
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'SR-5A ' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 124.6' (1) ·
'SR91 N/S TPK 125.2' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'STAR ISLAND WAY ' (1) ·
'US-1 ' (1) ·
'US-92 ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'Williamson Blvd ' (1) ·
'Woodcliff Drive ' (1)
790008 (1) ·
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894018 (1)
'.3 mi South of Mason Ave ' (1) ·
'.75 MI. S. of US-92 ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.1Mi S of LPGA Blvd ' (1) ·
'0.25MI SOUTH OF SR-708 ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.4 Mi W of I-95 ' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'0.9MI SOUTH OF SR-708 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.4 miles North of US-92 ' (1) ·
'1.8MI NORTH OF SR-708 ' (1) ·
'10ft. East of Nova Road ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'1400ft. N. of SR-400 ' (1) ·
'2.2 MI SOUTH OF SR-76 ' (1) ·
'2.5MI NORTH OF CO LINE ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'40ft. E. of SR-5A ' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'800ft. N. of SR-400 ' (1) ·
'I-95 NB over US-92 ' (1) ·
'I-95 SB over US-92 ' (1) ·
'SR-400 and Nova Rd. ' (1) ·
'SR-430 EB - Halifax River' (1) ·
'SR-430 WB - Halifax River' (1) ·
'US-92 EB - Halifax River ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
'US-92 WB - Halifax Ri IWW' (1) ·
'US-92 WB-Tomoka River ' (1)
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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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
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) ·
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 34 results in range #1 to #34.
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