Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > County 003:
Saint Lucie 
& Service On 042a:
Highway - Pedestrian
& Superstructure 059:
Very Good
& Service On 042a:
Highway - Pedestrian
& Superstructure 059:
Very Good Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'C-24 Canal ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'Long Creek ' (1) ·
'Moore's Creek ' (1) ·
'N Fork St. Lucie River ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'Ten Mile Creek ' (1)
Critical 006b:
Facility 007:
Number 008:
940085 (1) ·
940139 (1) ·
940140 (1) ·
940144 (1) ·
940145 (1) ·
940146 (1) ·
940147 (1) ·
940151 (1) ·
940152 (1) ·
940158 (1) ·
944016 (1) ·
944018 (1) ·
945274 (1)
Location 009:
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1 mile North of SR-70 ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'2mi. East of SR-91 ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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:
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) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 13 results in range #1 to #13.
