Drilldown: bridge data
From Indian River Lagoon Project
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'C-24 Canal ' (1) ·
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'Galiano Rd. & C-24 Canal' (1) ·
'Gatlin Blvd ' (1) ·
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'L-14 CANAL ' (1) ·
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'LATERAL CANAL #38 ' (1) ·
'LWDD E-2 W ' (1) ·
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'SR 802 LAKE WORTH RD ' (1) ·
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'10TH AVE NORTH ' (1) ·
'Becker Rd. ' (1) ·
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'NB I-95 (S.R. 9) ' (1) ·
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'SR 91 TPK RMP 93.5' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 N/S TPK 147.7' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'WB Lake Worth Rd. ' (1)
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'.3 m N of Martin Co. line' (1) ·
'.3m N of Martin Co. line ' (1) ·
'.75 Mile South Midway Rd.' (1) ·
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'0.4MI S of Melaleuca Ln ' (1) ·
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'0.7 Mi. West of I-95 ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.85 MI SOUTH OF SR-712 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'I-95 over Midway Road ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'Lake Worth Rd at FL Trnpk' (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) ·
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) ·
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 37 results in range #1 to #37.
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