Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Status:
ST
& Channel 061:
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.
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'Beamer's Canal ' (1) ·
'C-51 Canal ' (1) ·
'DRAINAGE DITCH ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'Goat Creek ' (1) ·
'Halifax River IWW ' (1) ·
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'LIPTOG CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'Sebastian Canal East ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
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INDIAN RIVER (1)
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'NBSR807 to EBSR80 ' (1) ·
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'SR91 N/S TPK 139.7' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
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NASA CAUSEWAY EB (1) ·
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704085 (1) ·
704096 (1) ·
790187 (1) ·
790188 (1) ·
790221 (1) ·
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880060 (1) ·
880068 (1) ·
930474 (1) ·
930532 (1) ·
930545 (1) ·
937710 (1) ·
937711 (1) ·
940060 (1) ·
940061 (1)
'0.1 mi W of Fleming Grant' (1) ·
'0.2mi. S of Williamson Rd' (1) ·
'0.2Mi. W of Valkaria Rd. ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'N of Bellevue Overpass ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR-A1A East of ICWW ' (1) ·
'US-92 EB - Halifax River ' (1) ·
'US-92 WB - Halifax Ri IWW' (1) ·
KENNEDY SPACE CENTER (1)
None (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) ·
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 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 18 results in range #1 to #18.
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