FOLEY RD over LATERAL EL68 328+26.61


+46.85539, -119.14361
46°51'19" N, 119°08'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FOLEY RD over LATERAL EL68 328+26.61
Structure number:083088000000000
Location:0.5 MI W OF SR 17
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:44.9 ft. [13.7 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:16°
Owner:County Highway Agency [02]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Other [9]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:216 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection: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. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:72.3 tons [65.7 metric tons]
Inventory rating:43.6 tons [39.6 metric tons]
Sufficiency rating:97.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$538,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201597.9FairSatisfactorySatisfactorySatisfactory-216
November 201397.9FairSatisfactorySatisfactorySatisfactory-216
November 201197.9FairSatisfactorySatisfactorySatisfactory-216
December 200997.9FairSatisfactorySatisfactorySatisfactory-216
November 200796.9FairSatisfactorySatisfactorySatisfactory-216
November 200596.9FairSatisfactorySatisfactorySatisfactory-304
December 200397.0GoodGoodGoodGood-127
November 200196.9GoodGoodVery GoodGood-248
December 200096.9GoodGoodVery GoodGood-248
December 199899.9GoodGoodVery GoodGood-248
May 199899.9GoodGoodVery GoodGood-248
February 199699.9GoodGoodVery GoodGood-248
January 199499.9GoodGoodVery GoodGood-248
March 199299.9GoodGoodVery GoodGood-248