Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
'14TH STREET CANAL ' (1) ·
'BESSEY CREEK ' (1) ·
'BRANCH OF C-44 CANAL ' (1) ·
'BRITT CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'CROOKED CREEK ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'Eau Gallie River ' (1) ·
'HALF MILE LAKE ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL A ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'MAIN CANAL ' (1) ·
'MANATEE CREEK ' (1) ·
'MANATEE POCKET ' (1) ·
'Okeechobee Waterway ' (1) ·
'ORANGE CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Rockledge Creek ' (1) ·
'ROEBUCK CREEK ' (1) ·
'ROY'S SWALE ' (1) ·
'SWA Retention Canal ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1) ·
'Troup Indiantown Canal ' (1) ·
'Underhill Slough ' (1) ·
'WARNER CREEK ' (1)
'21ST ST SW ' (1) ·
'26TH STREET ' (1) ·
'BRITT RD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-714 Indian St. ' (1) ·
'CR-722 (COVE RD) ' (1) ·
'CR-723 ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'Croton Road ' (1) ·
'HORSESHOE POINT RD' (1) ·
'HURON WAY ' (1) ·
'ISLAND WAY ' (1) ·
'Jog Road ' (1) ·
'Lake Harney Road ' (1) ·
'LOCKS ROAD ' (1) ·
'MURPHY RD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'PINE LAKE ROAD ' (1) ·
'Pinehurst Ave N ' (1) ·
'S. Burnett Rd ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SILVER FOX LANE ' (1) ·
'ST LUCIE BLVD ' (1) ·
'STAR ISLAND WAY ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'TROPICALIA AVE. ' (1) ·
'Tucker Lane ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
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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) ·
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)
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