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:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BELCHER CANAL C-25 ' (1) ·
'Blue Lake Equalizer ' (1) ·
'BRANCH OF ICWW ' (1) ·
'BRITT CANAL ' (1) ·
'Canal ' (1) ·
'CANAL-1 ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'Cow Creek ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'Halifax River ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL G CANAL ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'M CANAL ' (1) ·
'MOORES CREEK ' (1) ·
'Nav. Banana River Canal ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SFWMD L-13 CANAL ' (1) ·
'St Johns River ' (1) ·
'ST LUCIE CANAL ' (1) ·
'TAYLOR CREEK ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
'TEN MILE CREEK ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'65TH ST. ' (1) ·
'74TH AVE. ' (1) ·
'90TH AVE ' (1) ·
'BRITT RD ' (1) ·
'CARTER RD. ' (1) ·
'CONGRESS AVE ' (1) ·
'CONGRESS AVE SB ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR-632 (65TH ST.) ' (1) ·
'CR-700 ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'CR712A (MCCARTY RD' (1) ·
'E. Minnesota Ave. ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'Entrnce Rd to FDOT' (1) ·
'Girard Blvd. ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'JUPITER BEACH RD ' (1) ·
'KEEN RD (CR-611) ' (1) ·
'LINTON BLVD. ' (1) ·
'Magnolia Avenue ' (1) ·
'Maytown Road ' (1) ·
'Old Dixie Hwy. ' (1) ·
'RANGE LINERD CR609' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-528 ' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'STAR ISLAND WAY ' (1) ·
'SW 23RD AVE. ' (1) ·
'TAYLOR DAIRY ROAD ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
10 (1) ·
100 (1) ·
101 (1) ·
121 (1) ·
13000 (1) ·
134 (1) ·
1350 (1) ·
138 (1) ·
1401 (1) ·
1650 (1) ·
18000 (1) ·
2000 (1) ·
20500 (1) ·
21300 (1) ·
22200 (1) ·
2300 (1) ·
2401 (1) ·
24317 (1) ·
260 (1) ·
280 (1) ·
2850 (1) ·
29000 (1) ·
300 (1) ·
3100 (1) ·
3160 (1) ·
364 (1) ·
44400 (1) ·
4500 (1) ·
5500 (1) ·
600 (1) ·
607 (1) ·
7800 (1) ·
800 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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)
Culvert 062:
Inspect Date 090:
Direction 102:
Rebuilt 106:
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 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 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:
1041 (1) ·
12 (1) ·
13533 (1) ·
1388 (1) ·
168 (1) ·
1696 (1) ·
174 (1) ·
180 (1) ·
18000 (1) ·
200 (1) ·
22555 (1) ·
232 (1) ·
2342 (1) ·
240 (1) ·
2500 (1) ·
26400 (1) ·
2863 (1) ·
2905 (1) ·
31230 (1) ·
325 (1) ·
3470 (1) ·
350 (1) ·
3500 (1) ·
36956 (1) ·
3800 (1) ·
38517 (1) ·
3990 (1) ·
3991 (1) ·
42189 (1) ·
4338 (1) ·
440 (1) ·
500 (1) ·
50315 (1) ·
700 (1) ·
704 (1) ·
7140 (1) ·
77034 (1) ·
9543 (1)
Clearance 116:
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