Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge (13)
- bridge data (1468)
- definition (254)
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None (1) ·
24350 (1) ·
30975 (1) ·
54175 (1) ·
58725 (1) ·
77275 (1) ·
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New Smyrna Beach (1) ·
Palm Beach (1) ·
Port Orange (1) ·
Royal Palm Beach village (1) ·
West Palm Beach (1)
'Bear Wildlife Crossing ' (1) ·
'Belcher Canal (C-25) ' (1) ·
'Belvedere Road ' (1) ·
'Berrys Canal ' (1) ·
'Canal - D ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'FEC Railroad ' (1) ·
'Halifax River ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Lateral A Canal ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
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'RIM DITCH CANAL C-24 ' (1) ·
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'Spruce Creek N Relief ' (1) ·
'Spruce Creek N. Relief ' (1) ·
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'SR 808 GLADES RD ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SR-68 ' (1) ·
'ST LUCIE CANAL ' (1) ·
'TEN MILE CREEK ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
Banana River Relief (1) ·
Six Mile Creek (1)
Facility 007:
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10200 (1) ·
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90 (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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 condition. Scour is determined to be within the limits of footing or piles by assessment, 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 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)
10236 (1) ·
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580 (1) ·
59858 (1) ·
69920 (1) ·
7980 (1) ·
80851 (1) ·
8415 (1) ·
88900 (1)
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