+33.05167, -87.99667
33°03'06" N, 87°59'48" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CO RD 60 over BRUSH CREEK
Structure number:018516
Location:1.5 MI NE LEWISTON
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:279.9 ft. [85.3 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:7
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:650 [as of 2002]
Truck traffic:25% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Sufficiency rating:94.5
Estimated cost of work:$2,011,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018GoodExcellentExcellentExcellent65094.5
March 2016GoodExcellentExcellentExcellent65094.5
February 2014GoodExcellentExcellentExcellent65094.5
February 2012GoodExcellentExcellentExcellent65094.5
February 2010GoodExcellentExcellentExcellent65094.5
February 2008GoodExcellentExcellentExcellent65094.5
February 2006GoodExcellentExcellentExcellent65094.5
March 2005GoodExcellentExcellentExcellent65094.5
December 2002GoodExcellentExcellentExcellent65094.5