Drilldown: bridge data
From Indian River Lagoon Project
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'Belcher Canal (C-25) ' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'C-24 Canal ' (1) ·
'CANAL ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'DRAINAGE CANAL ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Five Mile Creek ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'Header Canal ' (1) ·
'Header Creek Canal ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'Moore's Creek ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'TEN MILE CREEK ' (1)
'Crosstown Parkway ' (1) ·
'EB SR 70 ' (1) ·
'Kings Highway ' (1) ·
'N 13th Street ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR-615 ' (1) ·
'Okeechobee Rd. ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-615 ' (1) ·
'SR 614 (INDRIO-RD)' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR 70 EB ' (1) ·
'SR A1A ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-A1A ' (1) ·
'SR70 EB Okeechobee' (1) ·
'SR70 WB Okeechobee' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'WB SR 70 ' (1) ·
'WB SR-70 ' (1)
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'.5 miles South of SR-70 ' (1) ·
'.5mi So. of St Lucie Blvd' (1) ·
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'0.3Mi N of Orange Ave. ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.6 MI E OF I-95 ON SR614' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1.3 miles east of I-95 ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'1mi. West of CR-613 ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (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)
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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)
Showing below up to 24 results in range #1 to #24.
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