Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
55385 (1) ·
74625 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Cape Canaveral (1) ·
Daytona Beach (1) ·
DeBary (1) ·
Indian Harbour Beach (1) ·
Jupiter (1) ·
Melbourne (1) ·
Merritt Island (1) ·
New Smyrna Beach (1) ·
North Palm Beach village (1) ·
Oak Hill (1) ·
Ormond Beach (1) ·
Titusville (1) ·
Vero Beach (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'BULLDOG CANAL ' (1) ·
'Conners Canal ' (1) ·
'Deep Creek ' (1) ·
'Eau Gallie River ' (1) ·
'El Rio Canal E-4 ' (1) ·
'Elbow Creek ' (1) ·
'GARDEN CANAL ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Indian River ' (1) ·
'Indian River IWW ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'L-5 Canal ' (1) ·
'Lake Ashby Canal ' (1) ·
'LATERAL C CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'Loxahatchee River ' (1) ·
'Middle Haw Creek ' (1) ·
'Padgett Creek ' (1) ·
'RELIEF CANAL ' (1) ·
'Sawgrass Creek ' (1) ·
'Sebastian Inlet ' (1) ·
'St. Johns River ' (1) ·
'Tide Relief Canal ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek ' (1) ·
INDIAN RIVER (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'4TH STREET ' (1) ·
'74TH AVE. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'90TH AVE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CARTER RD. ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'DUDA ROAD ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'NB US-27 SR-25 ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'SR-40 ' (1) ·
'SR-40 WB ' (1) ·
'SR-404 WB ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-46 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-518 ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SR-A1A ' (1) ·
'US-1 ' (1) ·
'US-1 NB ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
'US-92 WB ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1) ·
SR-518 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
10 (1) ·
101 (1) ·
10200 (1) ·
11700 (1) ·
13300 (1) ·
15250 (1) ·
16000 (1) ·
1650 (1) ·
1800 (1) ·
18500 (1) ·
19400 (1) ·
19500 (1) ·
23000 (1) ·
25250 (1) ·
25474 (1) ·
260 (1) ·
26500 (1) ·
280 (1) ·
3023 (1) ·
3550 (1) ·
35500 (1) ·
3600 (1) ·
39000 (1) ·
4050 (1) ·
43000 (1) ·
4400 (1) ·
46500 (1) ·
50500 (1) ·
52000 (1) ·
5500 (1) ·
55000 (1) ·
5900 (1) ·
600 (1) ·
6363 (1) ·
6500 (1) ·
6700 (1) ·
6900 (1) ·
9700 (1)
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
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)
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) ·
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:
None (1) ·
10236 (1) ·
1041 (1) ·
11972 (1) ·
12 (1) ·
126 (1) ·
16830 (1) ·
17697 (1) ·
1980 (1) ·
20300 (1) ·
23076 (1) ·
26459 (1) ·
27760 (1) ·
3123 (1) ·
32098 (1) ·
325 (1) ·
33659 (1) ·
33832 (1) ·
350 (1) ·
39905 (1) ·
4320 (1) ·
43809 (1) ·
44197 (1) ·
45978 (1) ·
5062 (1) ·
5240 (1) ·
6159 (1) ·
61592 (1) ·
67665 (1) ·
74605 (1) ·
7634 (1) ·
7636 (1) ·
80678 (1) ·
87618 (1) ·
90220 (1) ·
95425 (1) ·
9625 (1)
Clearance 116:
Showing below up to 44 results in range #1 to #44.
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