Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a: (Click arrow to add another value)
Critical 006b:
Facility 007:
'Australian Ave. ' (1) ·
'Clint Moore Road ' (1) ·
'Congress Avenue ' (1) ·
'EB SR808 Glades Rd' (1) ·
'EB US 98 SR 80 ' (1) ·
'SR 804 Boyton B B ' (1) ·
'SR 812 Lantana Rd ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SW 18th Street ' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'WB SR808 Glades Rd' (1) ·
'WB US 98 SR 80 ' (1) ·
'Woolbright Road ' (1)
Number 008:
880098 (1) ·
880099 (1) ·
930197 (1) ·
930202 (1) ·
930247 (1) ·
930248 (1) ·
930276 (1) ·
930285 (1) ·
930301 (1) ·
930304 (1) ·
930462 (1) ·
930528 (1) ·
930529 (1) ·
930539 (1)
Location 009:
'0.25 mi. N of County Line' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'1 mile West of US 1 ' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'Between SR704 and 12th St' (1) ·
'I 95 Exit 56 ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'North of P. Beach Airport' (1) ·
'Over I 95 1 mi S of SR804' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 808 / I 95 Interchange' (1) ·
'SR 808 I 95 Interchange ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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:
Rebuilt 106:
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:
Future Year 115:
Clearance 116:
Showing below up to 14 results in range #1 to #14.
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