Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
'11th Street Canal ' (1) ·
'B19 Canal ' (1) ·
'Bessey Creek ' (1) ·
'C-133 Canal ' (1) ·
'Canal ' (1) ·
'Canal 15 ' (1) ·
'Canal to Bulow Creek ' (1) ·
'Crane Creek Canal ' (1) ·
'DANFORTH CREEK ' (1) ·
'Deep Creek ' (1) ·
'Eau Gallie River ' (1) ·
'ELKCAM CANAL ' (1) ·
'EPB - 10 Canal ' (1) ·
'Golf Cart Underpass ' (1) ·
'Groover Creek ' (1) ·
'Header Canal ' (1) ·
'Horse Creek ' (1) ·
'LATERAL CANAL A ' (1) ·
'Lateral J Canal ' (1) ·
'Little Tomoka River ' (1) ·
'MANATEE CREEK ' (1) ·
'Pluckebaum Canal ' (1) ·
'Range Line Canal ' (1) ·
'Rockledge Creek ' (1) ·
'Sebastian Canal ' (1) ·
'SWA Retention Canal ' (1) ·
'Trib to Groover Creek ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1) ·
'Turnbull Creek ' (1) ·
'Underhill Slough ' (1) ·
'WARNER CREEK ' (1)
'26TH STREET ' (1) ·
'AIROSO BLVD. ' (1) ·
'Berry Avenue ' (1) ·
'Central Blvd. ' (1) ·
'CR-3 ' (1) ·
'CR-606 (Oslo Rd) ' (1) ·
'CR-68 (Orange Ave)' (1) ·
'CR-713 ' (1) ·
'CR-722 (COVE RD) ' (1) ·
'CR-723 ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'CR519 (Fiske Blvd)' (1) ·
'CR726 (Citrus Blv)' (1) ·
'Croton Road ' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'Haverhill Road ' (1) ·
'Jog Road ' (1) ·
'John Rhodes Blvd. ' (1) ·
'John Rodes Blvd. ' (1) ·
'Jungle Road ' (1) ·
'Lake Harney Road ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'Madeline Avenue ' (1) ·
'Micco Rd. ' (1) ·
'Old Kings Rd ' (1) ·
'Pinehurst Ave N ' (1) ·
'Range Rd ' (1) ·
'S. Burnett Rd ' (1) ·
'SUNSET TRAIL ' (1) ·
'SW 48th Avenue ' (1) ·
'Tucker Lane ' (1) ·
'Tymber Creek Road ' (1) ·
'Wickham Road ' (1) ·
'Williamson Blvd ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
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9229 (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) ·
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep 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) ·
No deficiencies (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)
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174 (1) ·
18041 (1) ·
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485 (1) ·
500 (1) ·
5182 (1) ·
6912 (1) ·
7000 (1) ·
832 (1) ·
866 (1) ·
9475 (1) ·
9716 (1)
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