Drilldown: bridge data
From Indian River Lagoon Project
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'BIG MUD CREEK ' (1) ·
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'BRANCH OF C-44 CANAL ' (1) ·
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George King Blvd (1)
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SR-A1A SB (1)
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'0.2 mi E of SR5 on SRA1A ' (1) ·
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'2 miles east of SR-401 ' (1) ·
'200' East of US-1(SR-5) ' (1) ·
'2MI E of SR-76 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'4.85 Miles E of SR-710 ' (1) ·
'5.2MI S of CR-712 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'South Causeway over ICWW ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
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'SR-A1A - George King Blvd' (1) ·
'SR-A1A East of ICWW ' (1) ·
'SR-A1A over Halifax River' (1) ·
SR-A1A SB- George King (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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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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