IH 40 WB over E Fk Mujares Creek


+35.23178, -102.85251
35°13'54" N, 102°51'09" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IH 40 WB over E Fk Mujares Creek
Structure number:041800009002009
Location:9.3 MI E of Deaf Smith CL
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:49.9 ft. [15.2 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1938
Year reconstructed:1961
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel [3]
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: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,220 [as of 2013]
Truck traffic:39% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:96.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactorySatisfactorySatisfactory722096.0
September 2015FairSatisfactorySatisfactorySatisfactory722091.1
September 2013FairSatisfactorySatisfactorySatisfactory494093.0
February 2012FairSatisfactorySatisfactorySatisfactory618092.0
March 2010FairSatisfactorySatisfactorySatisfactory460093.4
March 2008FairSatisfactorySatisfactorySatisfactory435093.6
March 2006FairFairSatisfactorySatisfactory530091.8
April 2004FairSatisfactorySatisfactorySatisfactory625090.4
June 2003FairSatisfactorySatisfactorySatisfactory650090.2
May 2002FairSatisfactorySatisfactorySatisfactory705089.7
July 2001FairSatisfactorySatisfactorySatisfactory705089.7
July 2000FairSatisfactorySatisfactorySatisfactory585090.7
September 1999FairSatisfactorySatisfactoryGood580090.8
June 1998FairSatisfactorySatisfactoryFair540079.4
June 1996FairSatisfactorySatisfactoryFair540079.4
May 1994FairSatisfactorySatisfactoryGood395070.3
May 1992GoodVery GoodGoodGood420079.4
April 1990GoodVery GoodVery GoodGood430079.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,05094045650
Reinforced Concrete Decksq. ft.6,3002,8003,50000
Reinforced Concrete Columneach85300
Reinforced Concrete Abutmentlinear ft.118111700
Reinforced Concrete Pier Caplinear ft.112941800
Movable Bearingeach1401400
Fixed Bearingeach2802800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.300300000