Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- 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) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'CROOKED CREEK ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'HALF MILE LAKE ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LATERAL CANAL ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'MAIN CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'Okeechobee Waterway ' (1) ·
'ORANGE CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'ROEBUCK CREEK ' (1) ·
'ROY'S SWALE ' (1) ·
'SR 70 ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SWEETIE SLOUGH ' (1) ·
'TEN MILE CREEK ' (1) ·
'Troup Indiantown Canal ' (1) ·
'WARNER CREEK ' (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
100 (1) ·
101 (1) ·
1200 (1) ·
121 (1) ·
1550 (1) ·
15800 (1) ·
160 (1) ·
1700 (1) ·
1728 (1) ·
18400 (1) ·
18700 (1) ·
190 (1) ·
1950 (1) ·
200 (1) ·
20150 (1) ·
22500 (1) ·
2341 (1) ·
2400 (1) ·
24317 (1) ·
250 (1) ·
2600 (1) ·
2850 (1) ·
3100 (1) ·
3111 (1) ·
3240 (1) ·
400 (1) ·
40300 (1) ·
428 (1) ·
44400 (1) ·
46600 (1) ·
480 (1) ·
7161 (1) ·
9500 (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) ·
N/A (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) ·
Bridge not over waterway. (1)
114000 (1) ·
12424 (1) ·
180 (1) ·
1800 (1) ·
192 (1) ·
200 (1) ·
22080 (1) ·
2275 (1) ·
240 (1) ·
2689 (1) ·
27000 (1) ·
27413 (1) ·
2776 (1) ·
2950 (1) ·
300 (1) ·
32445 (1) ·
330 (1) ·
34960 (1) ·
3500 (1) ·
4062 (1) ·
4164 (1) ·
42189 (1) ·
4338 (1) ·
450 (1) ·
4511 (1) ·
500 (1) ·
535 (1) ·
5398 (1) ·
580 (1) ·
6300 (1) ·
69920 (1) ·
77034 (1) ·
80851 (1)
Showing below up to 42 results in range #1 to #42.
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