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FAS 1425 over FRENCHMAN CREEK

Map

Coordinates:
+40.38120, -101.22983
40°22'52" N, 101°13'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 1425 over FRENCHMAN CREEK
Structure number:C004301305
Location:JCT US6/S-43A .6S .2E
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:34.1 ft. [10.4 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1981
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:85 [as of 2011]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 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:Better than present minimum criteria [7]
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:99.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairVery GoodSatisfactoryVery Good8599.8
October 2016GoodVery GoodGoodVery Good8599.8
November 2014GoodVery GoodGoodVery Good8599.8
October 2012GoodVery GoodGoodExcellent8599.7
November 2010GoodVery GoodGoodExcellent8599.7
November 2008GoodVery GoodExcellentExcellent11099.7
November 2006GoodVery GoodExcellentExcellent11075.0
November 2004GoodVery GoodExcellentExcellent8075.0
November 2002GoodVery GoodExcellentExcellent8075.0
December 2000GoodGoodExcellentExcellent9075.0
October 1999GoodExcellentExcellentExcellent9075.0
September 1997GoodExcellentExcellentExcellent7075.0
September 1995GoodExcellentExcellentExcellent10075.0
April 1993GoodExcellentExcellentExcellent11075.0
October 1991GoodExcellentExcellentExcellent21075.0