Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Facility 007:
'I 95 SR 9 ' 
& Kind 043a :
Prestressed concrete or
Prestressed concrete continuous
& Kind 043a :
Prestressed concrete or
Prestressed concrete continuous Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'12th Avenue South ' (1) ·
'17th Avenue North ' (1) ·
'Boynton Canal C-16 ' (1) ·
'CR 702 45th Street ' (1) ·
'El Rio Canal ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'Lateral Canal 30 ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'Military Trail ' (1) ·
'Northlake Blvd. ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR 882 Forest Hill Blvd ' (1)
Critical 006b:
Facility 007: (Click arrow to add another value)
Number 008:
930251 (1) ·
930259 (1) ·
930273 (1) ·
930287 (1) ·
930294 (1) ·
930375 (1) ·
930378 (1) ·
930455 (1) ·
930490 (1) ·
930516 (1) ·
930519 (1) ·
930520 (1)
Location 009:
'0.25 mile North of SR 786' (1) ·
'0.25 miles S/O SR 794 ' (1) ·
'0.7 mile North of SR 804 ' (1) ·
'1 mile North of SR 812 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'2 miles N of Atlantic Ave' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'At Exit 74 ' (1) ·
'At Exit 76 ' (1) ·
'Between SR 710 and 786 ' (1) ·
'I-95 / SR 882 ' (1) ·
'Lake Worth ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
116000 (1) ·
160500 (1) ·
173000 (1) ·
190500 (1) ·
195661 (1) ·
203082 (1) ·
213000 (1) ·
226000 (1) ·
236000 (1) ·
76000 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
N/A (1)
Culvert 062:
Direction 102:
Deck Type 107:
Scour 113:
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)
Future 114:
131860 (1) ·
201260 (1) ·
278468 (1) ·
300155 (1) ·
330518 (1) ·
339472 (1) ·
352347 (1) ·
369555 (1) ·
392110 (1) ·
409460 (1)
Clearance 116:
Showing below up to 12 results in range #1 to #12.
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