Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'ANGLE RD & BELCHER CANAL' (1) ·
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'Belcher Canal (C-25) ' (1) ·
'Canal C-46 ' (1) ·
'CANAL L-20 ' (1) ·
'Canal No. 1 ' (1) ·
'Canal No.1 ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR-3 ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'George King Blvd ' (1) ·
'Goat Creek ' (1) ·
'Header Creek Canal ' (1) ·
'I-95 ' (1) ·
'Indian River IWW ' (1) ·
'Indian River Relief ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'Kings Road ' (1) ·
'MOORES CREEK ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'Relief E.of North Bridge' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Sebastian Canal ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-404 ' (1) ·
'SR-9 (I-95) ' (1) ·
'St Johns River ' (1) ·
'St Johns River Relief ' (1) ·
'St. Johns River ' (1) ·
'Ten Mile Creek ' (1) ·
George King Blvd (1) ·
I-95 (1) ·
Sawgrass Creek (1) ·
St Johns River (1) ·
St Johns River Relief (1) ·
St. Johns River (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'EB SR 70 ' (1) ·
'Eldron Blvd. ' (1) ·
'Fay Blvd. ' (1) ·
'Graham Road ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'NB SR-615 ' (1) ·
'RANGE LINERD CR609' (1) ·
'SB SR- 615 ' (1) ·
'SB SR-615 ' (1) ·
'SR 70 EB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-407 ' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'SR-520 EB ' (1) ·
'SR-528 ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-A1A ' (1) ·
'SR-A1A NB ' (1) ·
'SR519NB(Fiske Blv)' (1) ·
'SR519SB(Fiske Blv)' (1) ·
'SR70 EB Okeechobee' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'SR91 SB TPK 157.9 ' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
Micco Rd. (1) ·
SR-A1A SB (1) ·
US-192 EB (1) ·
US-192 WB (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a:
Traffic 029:
10500 (1) ·
12750 (1) ·
13300 (1) ·
1400 (1) ·
14500 (1) ·
15900 (1) ·
17122 (1) ·
18500 (1) ·
20000 (1) ·
21000 (1) ·
21300 (1) ·
2300 (1) ·
23000 (1) ·
2500 (1) ·
2600 (1) ·
2993 (1) ·
3250 (1) ·
3400 (1) ·
3850 (1) ·
4400 (1) ·
4689 (1) ·
5400 (1) ·
7150 (1) ·
7500 (1) ·
7800 (1) ·
8145 (1) ·
8200 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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) ·
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:
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 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 not over waterway. (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:
1000 (1) ·
12405 (1) ·
13013 (1) ·
13533 (1) ·
14132 (1) ·
14227 (1) ·
18218 (1) ·
22121 (1) ·
23076 (1) ·
2429 (1) ·
25158 (1) ·
27587 (1) ·
29707 (1) ·
32098 (1) ·
3460 (1) ·
34700 (1) ·
36435 (1) ·
36956 (1) ·
39905 (1) ·
3991 (1) ·
4510 (1) ·
4511 (1) ·
5420 (1) ·
5639 (1) ·
5899 (1) ·
6680 (1) ·
7634 (1) ·
9369 (1)
Clearance 116:
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