Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
55385 (1) ·
58725 (1) ·
74625 (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cape Canaveral (1) ·
Daytona Beach (1) ·
Delray Beach (1) ·
Melbourne (1) ·
New Smyrna Beach (1) ·
North Palm Beach village (1) ·
Ormond Beach (1) ·
Port Orange (1) ·
Stuart (1) ·
Titusville (1) ·
Vero Beach (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'Banana River Relief East' (1) ·
'Boca Inlet ' (1) ·
'BULLDOG CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL E-4 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'Eau Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'FECRR ' (1) ·
'Halifax River ' (1) ·
'Indian River ' (1) ·
'Indian River IWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'IWW Indian River ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'Service Rd & Canal ' (1) ·
'St. Johns River ' (1) ·
'St. Lucie River ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
'TEN MILE CREEK ' (1) ·
'Tomoka River ' (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'65TH ST. ' (1) ·
'74TH AVE. ' (1) ·
'90TH AVE ' (1) ·
'A1A ' (1) ·
'CARTER RD. ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'CR712A (MCCARTY RD' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'KEEN RD (CR-611) ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LINTON BLVD. ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'Old Dixie Hwy. ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SAVONA BLVD. ' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR-40 WB ' (1) ·
'SR-401 NB ' (1) ·
'SR-401 SB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-44 ' (1) ·
'SR-46 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-A1A ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 ' (1) ·
'US-192 WB ' (1) ·
'US-92 WB ' (1) ·
'WB Spanish River ' (1) ·
SR-518 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
10 (1) ·
101 (1) ·
10200 (1) ·
11100 (1) ·
13300 (1) ·
134 (1) ·
1401 (1) ·
15250 (1) ·
16000 (1) ·
1650 (1) ·
18500 (1) ·
2000 (1) ·
20300 (1) ·
20500 (1) ·
21000 (1) ·
2300 (1) ·
24317 (1) ·
25250 (1) ·
260 (1) ·
280 (1) ·
300 (1) ·
30500 (1) ·
35500 (1) ·
3600 (1) ·
416 (1) ·
46500 (1) ·
50500 (1) ·
52000 (1) ·
5500 (1) ·
5900 (1) ·
600 (1) ·
800 (1) ·
8950 (1) ·
9100 (1) ·
936 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
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) ·
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)
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 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 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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
10236 (1) ·
1041 (1) ·
1124 (1) ·
12 (1) ·
121 (1) ·
1388 (1) ·
15528 (1) ·
15788 (1) ·
1696 (1) ·
17697 (1) ·
19258 (1) ·
200 (1) ·
23076 (1) ·
232 (1) ·
26400 (1) ·
26459 (1) ·
27760 (1) ·
2863 (1) ·
32098 (1) ·
325 (1) ·
3470 (1) ·
350 (1) ·
35220 (1) ·
36435 (1) ·
3990 (1) ·
3991 (1) ·
4000 (1) ·
42189 (1) ·
43809 (1) ·
500 (1) ·
52918 (1) ·
61592 (1) ·
694 (1) ·
80678 (1) ·
87618 (1) ·
90220 (1) ·
9625 (1)
Clearance 116:
Showing below up to 42 results in range #1 to #42.
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