Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge (13)
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- definition (254)
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- repository (98)
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Use the filters below to narrow your results.
ObjectID:
'A DRAINAGE CANAL ' (1) ·
'C-133 Canal ' (1) ·
'DANFORTH CREEK ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'E-3 CANAL ' (1) ·
'ELKCAM CANAL ' (1) ·
'EPB - 10 Canal ' (1) ·
'Golf Cart Underpass ' (1) ·
'Header Canal ' (1) ·
'Horse Creek ' (1) ·
'HOWARD CREEK ' (1) ·
'Lake Osborne ' (1) ·
'LATERAL CANAL A ' (1) ·
'MANATEE CREEK ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'Moores Creek ' (1) ·
'SWA Retention Canal ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1) ·
'WARNER CREEK ' (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
1000 (1) ·
106 (1) ·
120 (1) ·
13716 (1) ·
150 (1) ·
16600 (1) ·
18041 (1) ·
19800 (1) ·
20150 (1) ·
222000 (1) ·
22500 (1) ·
2500 (1) ·
2600 (1) ·
3000 (1) ·
34244 (1) ·
3600 (1) ·
37500 (1) ·
40300 (1) ·
44400 (1) ·
46600 (1) ·
48633 (1) ·
516 (1) ·
5760 (1) ·
59800 (1) ·
6042 (1) ·
6650 (1) ·
8198 (1) ·
9200 (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) ·
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 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)
103753 (1) ·
10875 (1) ·
11538 (1) ·
1250 (1) ·
144 (1) ·
15962 (1) ·
174 (1) ·
180 (1) ·
2000 (1) ·
20574 (1) ·
28801 (1) ·
3120 (1) ·
31301 (1) ·
34353 (1) ·
34960 (1) ·
3600 (1) ·
385170 (1) ·
39038 (1) ·
4000 (1) ·
4338 (1) ·
4454 (1) ·
59413 (1) ·
65063 (1) ·
69920 (1) ·
7000 (1) ·
77034 (1) ·
80851 (1) ·
832 (1) ·
84378 (1) ·
9475 (1)
Showing below up to 43 results in range #1 to #43.
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