Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Owner 022:
State 
& Channel 061 :
Bridge closed because of channel failure. Corrective action may put back in light service. or
Other
& Channel 061 :
Bridge closed because of channel failure. Corrective action may put back in light service. or
Other Use the filters below to narrow your results.
ObjectID:
Status:
Date:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
700218 (1) ·
790800 (1) ·
790801 (1) ·
890800 (1) ·
930801 (1) ·
930802 (1) ·
930803 (1) ·
930804 (1) ·
930805 (1) ·
930806 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
930811 (1) ·
930812 (1)
Location 009:
'0.2 MI West of US-98 ' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'300FT East of CR-717 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'Lake George Conservation ' (1) ·
0.7 Mile N of SR-528 (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
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 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) ·
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)
Clearance 116:
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