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FAS 1530 over TURKEY CREEK

Map

Coordinates:
+40.38007, -99.77267
40°22'48" N, 99°46'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 1530 over TURKEY CREEK
Structure number:C003724640
Location:JCT US283/N23 4.7E 14.6S
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:41.0 ft. [12.5 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:95 [as of 2011]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 conditions; field review indicates action is required. [4]
Sufficiency rating:99.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018GoodExcellentVery GoodVery Good9599.2
October 2016GoodExcellentVery GoodVery Good9599.2
October 2014GoodExcellentVery GoodVery Good9599.2
October 2012GoodExcellentVery GoodVery Good9599.7
October 2010GoodExcellentVery GoodVery Good7099.7
October 2009GoodExcellentVery GoodVery Good30100.0
October 2007GoodExcellentVery GoodVery Good3087.0
November 2005GoodExcellentVery GoodVery Good5087.0
November 2003GoodExcellentVery GoodVery Good5087.0
October 2001GoodExcellentVery GoodVery Good3087.0
September 1999GoodExcellentVery GoodVery Good3087.0
November 1997GoodExcellentExcellentExcellent2587.0
September 1995GoodExcellentExcellentExcellent2587.0
September 1992GoodExcellentExcellentExcellent2587.0
August 1990GoodExcellentExcellentExcellent3587.0