Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Built 027:
2006 
& Deck 058:
Other
& 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.
& Deck 058:
Other
& 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:
Status:
Date:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
700217 (1) ·
700219 (1) ·
700220 (1) ·
700221 (1) ·
930461 (1) ·
930535 (1) ·
930536 (1) ·
931009 (1) ·
931010 (1) ·
934179 (1) ·
934361 (1) ·
935223 (1)
Location 009:
'0.25 Mile N of Center St.' (1) ·
'0.3Mi E of Military Trail' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-520 EB-St. Johns River' (1) ·
'SR-520 WB - Banana River ' (1) ·
'SR-528 EB - Indian 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: (Click arrow to add another value)
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
Inspect Date 090:
Direction 102:
Rebuilt 106:
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)
Future 114:
10410 (1) ·
136198 (1) ·
14227 (1) ·
157712 (1) ·
22989 (1) ·
25331 (1) ·
31199 (1) ·
44197 (1) ·
49014 (1) ·
5040 (1)
Showing below up to 12 results in range #1 to #12.
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