Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
None (1) ·
30975 (1) ·
35550 (1) ·
54175 (1) ·
55385 (1) ·
58725 (1) ·
74625 (1) ·
Cocoa (1) ·
Fellsmere (1) ·
Fort Pierce (1) ·
Greenacres City (1) ·
Indialantic (1) ·
Jupiter (1) ·
Malabar (1) ·
Merritt Island (1) ·
Palm Beach (1) ·
Palm Springs village (1) ·
Port Orange (1) ·
Riviera Beach (1) ·
West Melbourne (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Banana River Relief ' (1) ·
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'BESSEY CREEK ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'Goat Creek ' (1) ·
'Halifax River ' (1) ·
'Indian River East Relief' (1) ·
'Indian River Relief ' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'Lake Worth Tide Relief' (1) ·
'Lake Worth Relief ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'PHIPP CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Relief E.of North Bridge' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'St Johns River Relief ' (1) ·
'St. Johns River Relief ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1) ·
'W. Relief Indian River ' (1) ·
Banana River Relief (1) ·
St Johns River Relief (1)
Critical 006b:
Facility 007:
'2nd AVENUE NORTH ' (1) ·
'AVENUE OF PGA ' (1) ·
'Blue Heron Blvd ' (1) ·
'BROWNS FARM/CR-827' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-415 ' (1) ·
'SR-520 ' (1) ·
'SR-528 ' (1) ·
'SR-732 Jensen Bch.' (1) ·
'SR-A1A ' (1) ·
'SR510 Wabasso Road' (1) ·
'SR80(SouthernBlvd)' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'US 192 WB ' (1) ·
'US-1 NB ' (1) ·
'US-192 WB ' (1) ·
'Volco Road ' (1) ·
SR-520 (1) ·
US-192 EB (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
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 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)
Culvert 062: (Click arrow to add another value)
Inspect Date 090: (Click arrow to add another value)
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) ·
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:
Clearance 116:
Showing below up to 44 results in range #1 to #44.
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