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SH 15 over Horse Creek

Map

Coordinates:
+36.19790, -101.22207
36°11'52" N, 101°13'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 15 over Horse Creek
Structure number:040990030802013
Location:1.3 Mi W of SH 207
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:44.0 ft. [13.4 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Owner:State Highway Agency [01]
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: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: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2016]
Truck traffic:33% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016GoodGoodGoodGood100097.7
August 2014GoodGoodGoodGood100097.7
August 2012GoodGoodGoodGood100097.7
February 2011GoodGoodGoodGood100097.7
February 2009GoodGoodGoodGood100097.7
April 2007GoodGoodGoodGood100097.7
April 2005GoodGoodVery GoodVery Good175098.5
August 2003GoodGoodVery GoodVery Good175099.5
May 2002GoodExcellentExcellentExcellent175099.5