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:
'11th Street Canal ' (1) ·
'B-19 Canal / Trib 1 ' (1) ·
'Blue Lake Equalizer ' (1) ·
'Bulow Creek ' (1) ·
'Cambridge Canal ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'Cow Creek ' (1) ·
'Creek ' (1) ·
'Gabordy's Canal ' (1) ·
'Groover Creek ' (1) ·
'Halifax Canal Lateral ' (1) ·
'Halifax River ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Konomac Canal ' (1) ·
'Little Cow Creek ' (1) ·
'Little Haw Creek ' (1) ·
'Little Haw Swamp ' (1) ·
'Misner Branch ' (1) ·
'Reed Canal ' (1) ·
'Rose Bay Canal ' (1) ·
'Samsula Canal ' (1) ·
'Seaboard Coastline RR ' (1) ·
'Sweetwater Branch ' (1) ·
'Tomoka River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1)
'Airport Road ' (1) ·
'Alta Drive ' (1) ·
'Cassadaga Road ' (1) ·
'Cow Creek Road ' (1) ·
'CR-4118 ' (1) ·
'CR-4139 ' (1) ·
'E. Minnesota Ave. ' (1) ·
'Enterprise Rd. ' (1) ·
'Esplanade Avenue ' (1) ·
'Fort Florida Road ' (1) ·
'French Avenue ' (1) ·
'Hull Road ' (1) ·
'Hunting Camp Road ' (1) ·
'Indian Lake Road ' (1) ·
'Jackson Street ' (1) ·
'LPGA Blvd ' (1) ·
'Magnolia Avenue ' (1) ·
'Main Street ' (1) ·
'Main Trail ' (1) ·
'Marsh Road ' (1) ·
'Maytown Road ' (1) ·
'Old Daytona Rd ' (1) ·
'Old Dixie Highway ' (1) ·
'Old Samsula Dr ' (1) ·
'Orange Avenue ' (1) ·
'Orange camp Rd. ' (1) ·
'Riverside Drive ' (1) ·
'Samsula Drive ' (1) ·
'Saul Street ' (1) ·
'Saxon Blvd EB ' (1) ·
'Saxon Blvd WB ' (1) ·
'Taylor Rd ' (1) ·
'Tomoka Farms Rd. ' (1) ·
'Trailwood Drive ' (1) ·
'Truck Trail #12 ' (1) ·
'Volco Road ' (1) ·
'Walter Boardman Ln' (1) ·
'Williams Road ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
1047 (1) ·
1051 (1) ·
1052 (1) ·
1140 (1) ·
12600 (1) ·
1550 (1) ·
1711 (1) ·
17500 (1) ·
186 (1) ·
19575 (1) ·
200 (1) ·
2000 (1) ·
2122 (1) ·
2401 (1) ·
2753 (1) ·
3000 (1) ·
3160 (1) ·
354 (1) ·
364 (1) ·
3820 (1) ·
40 (1) ·
43 (1) ·
4500 (1) ·
4959 (1) ·
5 (1) ·
5381 (1) ·
5792 (1) ·
594 (1) ·
605 (1) ·
6480 (1) ·
6493 (1) ·
7000 (1) ·
742 (1) ·
75 (1) ·
7500 (1) ·
7700 (1) ·
8758 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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)
10 (1) ·
1050 (1) ·
10597 (1) ·
11243 (1) ·
12145 (1) ·
1267 (1) ·
1272 (1) ·
13012 (1) ·
13360 (1) ·
1379 (1) ·
2070 (1) ·
20700 (1) ·
225 (1) ·
23686 (1) ·
2568 (1) ·
2689 (1) ·
2905 (1) ·
30362 (1) ·
3331 (1) ·
3470 (1) ·
3800 (1) ·
400 (1) ·
428 (1) ·
440 (1) ·
4622 (1) ·
500 (1) ·
52 (1) ·
5205 (1) ·
60 (1) ·
6001 (1) ·
6511 (1) ·
7008 (1) ·
719 (1) ·
7808 (1) ·
7857 (1) ·
898 (1) ·
9 (1) ·
91 (1)
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