+40.39134, -99.99992
40°23'29" N, 99°59'60" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 1655 over MUDDY CREEK
Structure number:C003701105
Location:JCT US283/N23 14.3S 7.5W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:60.0 ft. [18.3 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20 [as of 2011]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Sufficiency rating:88.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodExcellentExcellentVery Good2088.4
October 2016GoodExcellentExcellentVery Good2088.4
October 2014GoodExcellentExcellentVery Good2088.4
October 2012GoodExcellentExcellentVery Good2088.4
October 2010GoodExcellentExcellentVery Good5088.4
October 2008GoodExcellentExcellentVery Good5088.4
November 2006GoodExcellentExcellentVery Good6589.8
November 2004GoodExcellentExcellentExcellent6089.8
October 2002GoodExcellentExcellentExcellent7589.8
January 2001GoodExcellentExcellentExcellent6089.8
October 1998GoodExcellentExcellentExcellent6089.8
October 1996GoodExcellentExcellentExcellent10089.8
July 1994GoodExcellentExcellentExcellent10089.8
September 1992GoodExcellentExcellentExcellent7089.8
September 1990GoodExcellentExcellentExcellent7089.8