Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service Under 042b 
:
Waterway Relief or
None
& Channel 061:
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.
:
Waterway Relief or
None
& Channel 061:
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. Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'Halifax River ' (1) ·
'Indian River East Relief' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'Lake Worth Tide Relief' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'St Johns River Relief ' (1) ·
'St. Johns River Relief ' (1) ·
Banana River Relief (1) ·
St Johns River Relief (1)
Critical 006b:
Facility 007:
Number 008:
700080 (1) ·
700082 (1) ·
700192 (1) ·
700208 (1) ·
700213 (1) ·
790147 (1) ·
790198 (1) ·
790220 (1) ·
890146 (1) ·
930098 (1) ·
930223 (1) ·
930235 (1) ·
934364 (1)
Location 009:
'.75mi E. of Indian R Dr. ' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'SR-520 - Banana River ' (1) ·
SR-520 - Banana River (1) ·
US-192 EB-St Johns Relief (1)
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:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
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 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) ·
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:
119194 (1) ·
136198 (1) ·
15875 (1) ·
23249 (1) ·
27240 (1) ·
36435 (1) ·
45978 (1) ·
52918 (1) ·
7634 (1) ·
7981 (1)
Clearance 116:
Showing below up to 13 results in range #1 to #13.
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