Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'Bessey Creek ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Danforth Creek ' (1) ·
'E-2-E Canal ' (1) ·
'E-3 CANAL ' (1) ·
'E3-canal ' (1) ·
'L-14 CANAL ' (1) ·
'LWDD E-2 W ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'S Fork St. Lucie River ' (1) ·
'ST LUCIE CANAL ' (1)
'10TH AVE NORTH ' (1) ·
'Berry Avenue ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'EB Lake Worth Rd. ' (1) ·
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'Melaleuca Lane ' (1) ·
'NORFOLK BLVD. ' (1) ·
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'SR 91 TPK SB 131.0' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SUNSET TRAIL ' (1) ·
'SW 48th Avenue ' (1) ·
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'0.1 Mile S of CR-714 ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
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'0.5 MI W OF HAVERHILL RD ' (1) ·
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'0.7MI WEST OF MAPP ROAD ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'SR-714 East of Fla. Tpke.' (1)
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80190720 (1)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
Showing below up to 25 results in range #1 to #25.