+40.10671, -98.65081
40°06'24" N, 98°39'03" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 2145 over SPRING CREEK
Structure number:C009100915
Location:JCT US136/US281 7W 1.3N
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:56.1 ft. [17.1 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Skew angle:25°
Owner:County Highway Agency [02]
Year built:1998
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:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:65 [as of 2011]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:69.9 tons [63.5 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Sufficiency rating:99.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201599.9GoodVery GoodVery GoodExcellent-65
September 201399.9GoodVery GoodVery GoodExcellent-65
September 2011100.0GoodVery GoodVery GoodExcellent-65
September 2009100.0GoodVery GoodVery GoodExcellent-50
December 2007100.0GoodVery GoodVery GoodExcellent-50
December 2005100.0GoodVery GoodVery GoodExcellent-115
December 2003100.0GoodExcellentExcellentExcellent-115
December 200199.0FairFairExcellentExcellent-50
December 1999100.0GoodExcellentExcellentExcellent-50
December 1998100.0GoodExcellentExcellentExcellent-70
December 199734.0PoorGoodPoorSeriousSD70
November 199533.9PoorGoodPoorSeriousSD90
November 199333.9PoorGoodPoorSeriousSD90
November 199121.8PoorGoodPoorSeriousSD125