Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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ObjectID:
None (1) ·
54175 (1) ·
Atlantis (1) ·
Boca Raton (1) ·
Daytona Beach (1) ·
Fellsmere (1) ·
Fort Pierce (1) ·
Greenacres City (1) ·
Melbourne (1) ·
Merritt Island (1) ·
New Smyrna Beach (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Port Orange (1) ·
Royal Palm Beach village (1) ·
Vero Beach (1) ·
West Palm Beach (1)
'ATLANTIS WATERWAY ' (1) ·
'BELCHER CANAL C-25 ' (1) ·
'Blue Lake Equalizer ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL-1 ' (1) ·
'CPB20 CANAL ' (1) ·
'Danforth Creek ' (1) ·
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'E-3 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'Gabordy's Canal ' (1) ·
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'LAKE MANGONIA CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-4 (El Rio) Canal ' (1) ·
'Nav. Banana River Canal ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RELIEF CANAL ' (1) ·
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'SR-70 (Okeechobee Rd.) ' (1) ·
'SWEETIE SLOUGH ' (1) ·
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'TAYLOR CREEK ' (1) ·
'Tillman Canal ' (1) ·
'Tomoka River ' (1) ·
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'4TH STREET ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CAMINO GARDENS EB ' (1) ·
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'CR-619 82ND AVE. ' (1) ·
'CR603(JOHNSTON RD)' (1) ·
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'CYPRESS WAY ' (1) ·
'E. Minnesota Ave. ' (1) ·
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'SR-507 NB ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'SUNSET TRAIL ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'Taylor Rd ' (1) ·
'Taylor Road ' (1) ·
'TROON DR ' (1) ·
'US-192 ' (1) ·
'US-192 WB ' (1) ·
'US-92 EB ' (1) ·
'WB Lake Worth Rd. ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
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1086 (1) ·
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17750 (1) ·
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280 (1) ·
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50 (1) ·
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607 (1) ·
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6493 (1) ·
7062 (1) ·
85750 (1) ·
8758 (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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
10410 (1) ·
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200 (1) ·
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2500 (1) ·
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29929 (1) ·
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350 (1) ·
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600 (1) ·
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65930 (1) ·
67665 (1) ·
6812 (1) ·
6940 (1) ·
700 (1) ·
704 (1) ·
720 (1) ·
7636 (1) ·
7857 (1) ·
832 (1)
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