Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
704016 (1) ·
790097 (1) ·
794014 (1) ·
794015 (1) ·
795713 (1) ·
880018 (1) ·
880019 (1) ·
935209 (1) ·
940029 (1) ·
940041 (1) ·
940043 (1)
Location 009:
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.2 Mi East of US-1 ' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.5Mi West of Kepler Rd. ' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'1MI NORTH OF SR-60 ' (1) ·
'200ft. S of 10th Street ' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'US-92 EB -Tomoka River ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
Channel 061: (Click arrow to add another value)
Culvert 062:
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 conditions; field review indicates action is required to protect exposed foundations (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 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)
Future 114:
Clearance 116:
Showing below up to 11 results in range #1 to #11.
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