Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
'90th Ave. ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'Indian River ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'L-78 Borrow Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral C Canal ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'Lateral D Canal ' (1) ·
'LATERAL G CANAL ' (1) ·
'Lateral H Canal ' (1) ·
'LATERAL U CANAL ' (1) ·
'Main Canal ' (1) ·
'Main Relief Canal ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'Old Dixie Hwy. & FEC RR ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Range Line Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'South Relief Canal ' (1) ·
'SR 60 ' (1)
'16th St/College Ln' (1) ·
'16th Street ' (1) ·
'21ST ST SW ' (1) ·
'33rd Street ' (1) ·
'34th Avenue ' (1) ·
'49th St Lindsey Rd' (1) ·
'4th Street ' (1) ·
'53RD STREET ' (1) ·
'56th Place North ' (1) ·
'57th Street ' (1) ·
'5th Street ' (1) ·
'5th Street SW ' (1) ·
'65TH ST. ' (1) ·
'66th Avenue ' (1) ·
'74TH AVE. ' (1) ·
'90TH AVE ' (1) ·
'Bay Drive ' (1) ·
'CARTER RD. ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-512 ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-632 (65TH ST.) ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'CR605 Old Dixie ' (1) ·
'FLEMING STREET ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'River Drive ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-5 (US-1) NB ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SR510 Wabasso Road' (1) ·
'US-1 (SR-5) ' (1) ·
'US-1 (SR-5) SB ' (1) ·
'VETERANS WALK ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
0 (1) ·
10 (1) ·
1000 (1) ·
101 (1) ·
13300 (1) ·
134 (1) ·
1350 (1) ·
14250 (1) ·
150 (1) ·
1500 (1) ·
1650 (1) ·
16500 (1) ·
1700 (1) ·
17200 (1) ·
2050 (1) ·
2300 (1) ·
260 (1) ·
280 (1) ·
2900 (1) ·
3000 (1) ·
3087 (1) ·
33000 (1) ·
3600 (1) ·
4000 (1) ·
4100 (1) ·
43500 (1) ·
480 (1) ·
5500 (1) ·
5760 (1) ·
600 (1) ·
800 (1) ·
8400 (1) ·
910 (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 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)
1000 (1) ·
1041 (1) ·
1092 (1) ·
11520 (1) ·
12 (1) ·
1388 (1) ·
14748 (1) ·
150 (1) ·
175 (1) ·
1800 (1) ·
20 (1) ·
200 (1) ·
2020 (1) ·
23076 (1) ·
232 (1) ·
2342 (1) ·
24724 (1) ·
28628 (1) ·
2863 (1) ·
2950 (1) ·
29842 (1) ·
325 (1) ·
350 (1) ·
3556 (1) ·
3990 (1) ·
3991 (1) ·
5031 (1) ·
5032 (1) ·
5205 (1) ·
5356 (1) ·
57255 (1) ·
580 (1) ·
6000 (1) ·
6246 (1) ·
7118 (1) ·
75473 (1) ·
900 (1) ·
9543 (1)
Showing below up to 46 results in range #1 to #46.
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