Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- 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:
County 003:
Place 004:
Route 005d:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'Bulow Creek ' (1) ·
'C-15 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-51 CANAL ' (1) ·
'Canal No. 1 ' (1) ·
'Canal No.1 ' (1) ·
'Conners Canal ' (1) ·
'CYPRESS CREEK ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'Drainage Canal ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Goat Creek ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'Indian River East Relief' (1) ·
'Lake Ashby Canal ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'Loxahatchee Slough ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Rose Bay ' (1) ·
'Rose Bay Canal ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'St Johns River Relief ' (1) ·
'St. Johns River Relief ' (1) ·
'W. Relief Indian River ' (1) ·
'WARNER CREEK ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
Six Mile Creek (1) ·
Tillman Canal (1)
Critical 006b:
Facility 007:
'CR-880 ' (1) ·
'DIXIE HIGHWAY ' (1) ·
'EB SR-710 ' (1) ·
'FLYING COW ROAD ' (1) ·
'INDIAN STREET ' (1) ·
'ISLAND WAY ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'Main Street ' (1) ·
'Maytown Road ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB SR 5 (US-1) ' (1) ·
'NB SR-615 ' (1) ·
'PALMWOOD ROAD ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SB SR- 615 ' (1) ·
'SB SR-615 ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-715 ' (1) ·
'SR-732 Jensen Bch.' (1) ·
'SR70 EB Okeechobee' (1) ·
'SR70 WB Okeechobee' (1) ·
'Tadlock Ave. ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-1SB ' (1) ·
'US98/441 SR15/700 ' (1) ·
'Walter Boardman Ln' (1) ·
'WB SR-710 ' (1) ·
SR-46 (1) ·
SR-507 SB (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
101000 (1) ·
10200 (1) ·
11100 (1) ·
11300 (1) ·
12500 (1) ·
13250 (1) ·
13300 (1) ·
15700 (1) ·
1711 (1) ·
17250 (1) ·
1950 (1) ·
2300 (1) ·
274 (1) ·
3250 (1) ·
3850 (1) ·
4100 (1) ·
463 (1) ·
5900 (1) ·
6000 (1) ·
605 (1) ·
6540 (1) ·
6761 (1) ·
6900 (1) ·
7150 (1) ·
8145 (1) ·
883 (1) ·
9150 (1) ·
9400 (1) ·
9450 (1) ·
978 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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 condition. Scour is determined to be within the limits of footing or piles by assessment, 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 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)
Future 114:
10236 (1) ·
10410 (1) ·
1050 (1) ·
1068 (1) ·
11730 (1) ·
1174 (1) ·
11972 (1) ·
12405 (1) ·
14132 (1) ·
15875 (1) ·
16309 (1) ·
16396 (1) ·
175235 (1) ·
17697 (1) ·
19258 (1) ·
19606 (1) ·
2070 (1) ·
21688 (1) ·
2275 (1) ·
22989 (1) ·
23076 (1) ·
27240 (1) ·
29929 (1) ·
317 (1) ·
3990 (1) ·
560 (1) ·
5639 (1) ·
6680 (1) ·
7114 (1) ·
8175 (1)
Clearance 116:
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