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IH 40 WB over E Fk Mujares Creek

Map

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

Facts

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.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,05094045650
Deck
Reinforced Concrete Decksq. ft.6,3002,8003,50000
Substructure
Reinforced Concrete Columneach85300
Reinforced Concrete Abutmentlinear ft.118111700
Reinforced Concrete Pier Caplinear ft.112941800
Bearings
Movable Bearingeach1401400
Fixed Bearingeach2802800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.300300000