Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > County 003:
Saint Lucie
& Service On 042a:
Highway - Pedestrian
& Inspect Date 090:
05-16
Use the filters below to narrow your results.
'Belcher Canal (C-25) ' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'C-24 Canal ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'FEC Railroad ' (1) ·
'Five Mile Creek ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'HOWARD CREEK ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'Moore's Creek ' (1) ·
'Moores Creek ' (1) ·
'Ten Mile Creek ' (1)
940003 (1) ·
940004 (1) ·
940028 (1) ·
940047 (1) ·
940079 (1) ·
940084 (1) ·
940085 (1) ·
940146 (1) ·
940147 (1) ·
940152 (1) ·
940158 (1) ·
941001 (1) ·
944016 (1) ·
945009 (1) ·
945013 (1) ·
945274 (1)
'.3m N of Martin Co. line ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.3Mi N of Orange Ave. ' (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) ·
'1.1 Mile S of CR-611B ' (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) ·
'Citrus Ave/FEC RR ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 not over waterway. (1)
Showing below up to 16 results in range #1 to #16.
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