Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a: (Click arrow to add another value)
Critical 006b:
Facility 007:
'10th Ave. North ' (1) ·
'Australian Ave. ' (1) ·
'Central Blvd ' (1) ·
'Clint Moore Road ' (1) ·
'Congress Avenue ' (1) ·
'CR714 PALM CITY RD' (1) ·
'E Gateway Blvd ' (1) ·
'EB SR 704 ' (1) ·
'EB SR808 Glades Rd' (1) ·
'EB US 98 SR 80 ' (1) ·
'Hood Road ' (1) ·
'SR 804 Boyton B B ' (1) ·
'SR 812 Lantana Rd ' (1) ·
'SW 18th Street ' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'US-1 ' (1) ·
'WB SR808 Glades Rd' (1) ·
'WB US 98 SR 80 ' (1) ·
'Woolbright Road ' (1)
Number 008:
790013 (1) ·
890039 (1) ·
930197 (1) ·
930202 (1) ·
930210 (1) ·
930247 (1) ·
930248 (1) ·
930260 (1) ·
930276 (1) ·
930285 (1) ·
930301 (1) ·
930304 (1) ·
930379 (1) ·
930398 (1) ·
930434 (1) ·
930462 (1) ·
930528 (1) ·
930529 (1) ·
930539 (1)
Location 009:
'.7mi. E of Congress Ave. ' (1) ·
'0.25 mi. N of County Line' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'1 mile North of SR 786 ' (1) ·
'1 mile West of US 1 ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1/2MI S of US-1 ' (1) ·
'10th Ave over I 95 ' (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) ·
'US-1 over 11th Canal ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Culvert 062:
Inspect Date 090:
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)
Future 114:
Clearance 116:
Showing below up to 19 results in range #1 to #19.
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