Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
'BARBARA BASIN ' (1) ·
'BESSEY CREEK ' (1) ·
'BRANCH OF INDIAN RIVER ' (1) ·
'BRITT CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'CROOKED CREEK ' (1) ·
'DANFORTH CREEK ' (1) ·
'East Indian River Relief' (1) ·
'EAST TURTLE CREEK ' (1) ·
'HALF MILE LAKE ' (1) ·
'Indian River / ICW ' (1) ·
'Indian River East Relief' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'MANATEE POCKET ' (1) ·
'MAPLE CREEK ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Rowland Canal ' (1) ·
'ROY'S SWALE ' (1) ·
'S-135 Canal ' (1) ·
'Salerno Creek ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'TIDAL CANAL ' (1) ·
'W. Relief Indian River ' (1) ·
'WARNER CREEK ' (1) ·
'West Indian River Relief' (1) ·
'WILLOUGHBY CREEK ' (1)
'Berry Avenue ' (1) ·
'BRITT RD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CITRUS BLVD. ' (1) ·
'COUNTY LINE RD ' (1) ·
'East Island Access' (1) ·
'HORSESHOE POINT RD' (1) ·
'HURON WAY ' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'INDIAN STREET ' (1) ·
'ISLAND RD. ' (1) ·
'ISLAND WAY ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'LOCKS ROAD ' (1) ·
'MAPP RD ' (1) ·
'MAPP ROAD ' (1) ·
'MURPHY RD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'PINE LAKE ROAD ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SILVER FOX LANE ' (1) ·
'SIMARA STREET ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR-732 Jensen Bch.' (1) ·
'SR-732 Jenson Blvd' (1) ·
'ST LUCIE BLVD ' (1) ·
'STAR ISLAND WAY ' (1) ·
'SUNSET TRAIL ' (1) ·
'SW 48th Avenue ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'SW Wood St. ' (1) ·
'TROPICALIA AVE. ' (1) ·
'West Farms Road ' (1) ·
'West Island Access' (1)
Number 008:
Location 009:
Latitude 016:
80065384 (1) ·
80075632 (1) ·
80080433 (1) ·
80080562 (1) ·
80081246 (1) ·
80111100 (1) ·
80111512 (1) ·
80111729 (1) ·
80112090 (1) ·
80112778 (1) ·
80115000 (1) ·
80120030 (1) ·
80121176 (1) ·
80123610 (1) ·
80124800 (1) ·
80125217 (1) ·
80131300 (1) ·
80133779 (1) ·
80140376 (1) ·
80142587 (1) ·
80142967 (1) ·
80144443 (1) ·
80161000 (1) ·
80161820 (1) ·
80161911 (1) ·
80162515 (1) ·
80162552 (1) ·
80165077 (1) ·
80170422 (1) ·
80170910 (1) ·
80174285 (1) ·
80175123 (1) ·
80180837 (1) ·
80183914 (1) ·
80190720 (1) ·
80221900 (1) ·
80285590 (1) ·
80310465 (1) ·
80393900 (1)
100 (1) ·
1000 (1) ·
106 (1) ·
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120 (1) ·
1200 (1) ·
121 (1) ·
144 (1) ·
14900 (1) ·
15400 (1) ·
15700 (1) ·
160 (1) ·
1728 (1) ·
1854 (1) ·
190 (1) ·
1950 (1) ·
200 (1) ·
2000 (1) ·
240 (1) ·
2850 (1) ·
3100 (1) ·
3111 (1) ·
3240 (1) ·
400 (1) ·
4000 (1) ·
4780 (1) ·
516 (1) ·
5760 (1) ·
6761 (1) ·
7161 (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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)
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) ·
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 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)
11730 (1) ·
12424 (1) ·
174 (1) ·
180 (1) ·
1800 (1) ·
18500 (1) ·
192 (1) ·
200 (1) ·
2000 (1) ·
216 (1) ·
2275 (1) ·
240 (1) ·
2500 (1) ·
26719 (1) ·
27240 (1) ·
2776 (1) ·
288 (1) ·
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3500 (1) ·
4338 (1) ·
4500 (1) ·
500 (1) ·
5000 (1) ·
5398 (1) ·
6300 (1) ·
6912 (1) ·
8293 (1) ·
832 (1)
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