Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- 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:
'BELCHER CANAL C-25 ' (1) ·
'C-17 CANAL ' (1) ·
'C-24 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL-1 ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'FIVE MILE CREEK ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'JOANN CANAL ' (1) ·
'KRUEGER CREEK ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL G CANAL ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD L30 Canal ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Seaboard Coastline RR ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'South Relief Canal ' (1) ·
'ST. LUCIE RIVER ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
'TEN MILE CREEK ' (1) ·
'Turkey Creek ' (1)
'16th St/College Ln' (1) ·
'4TH STREET ' (1) ·
'53RD STREET ' (1) ·
'74TH AVE. ' (1) ·
'90TH AVE ' (1) ·
'Benoist Farms Rd ' (1) ·
'CARLTON RD (CR613)' (1) ·
'CARTER RD. ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR-632 (65TH ST.) ' (1) ·
'CR-880 ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CR603(JOHNSTON RD)' (1) ·
'CR605 Old Dixie ' (1) ·
'CR611B(EDWARDS RD)' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'CR712A (MCCARTY RD' (1) ·
'Entrnce Rd to FDOT' (1) ·
'French Avenue ' (1) ·
'GLADES CUTOFF ' (1) ·
'GORDY ROAD ' (1) ·
'Hagen Ranch Road ' (1) ·
'HURON WAY ' (1) ·
'KEEN RD (CR-611) ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'LYONS ROAD ' (1) ·
'Old Samsula Dr ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SHINN ROAD ' (1) ·
'TAYLOR DAIRY ROAD ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
10 (1) ·
10000 (1) ·
101 (1) ·
1047 (1) ·
1086 (1) ·
1100 (1) ·
12020 (1) ·
12200 (1) ·
12533 (1) ·
1350 (1) ·
138 (1) ·
14400 (1) ·
15000 (1) ·
16400 (1) ·
1650 (1) ·
186 (1) ·
200 (1) ·
2000 (1) ·
211 (1) ·
2300 (1) ·
24900 (1) ·
260 (1) ·
280 (1) ·
300 (1) ·
3000 (1) ·
3100 (1) ·
3600 (1) ·
400 (1) ·
4000 (1) ·
4483 (1) ·
4500 (1) ·
500 (1) ·
5500 (1) ·
600 (1) ·
7400 (1) ·
8400 (1) ·
950 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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) ·
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)
1041 (1) ·
12 (1) ·
1267 (1) ·
12839 (1) ·
1375 (1) ·
14748 (1) ·
15000 (1) ·
15040 (1) ·
1647 (1) ·
168 (1) ·
17280 (1) ·
1884 (1) ·
1980 (1) ·
200 (1) ·
20855 (1) ·
21167 (1) ·
225 (1) ·
2342 (1) ·
28454 (1) ·
300 (1) ·
30000 (1) ·
325 (1) ·
3470 (1) ·
350 (1) ·
366 (1) ·
3990 (1) ·
3991 (1) ·
43202 (1) ·
4338 (1) ·
4400 (1) ·
4500 (1) ·
500 (1) ·
5205 (1) ·
694 (1) ·
700 (1) ·
7140 (1) ·
7778 (1) ·
850 (1) ·
9543 (1)
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