I-10 WB over Monk Draw


+32.36333, -109.62667
32°21'48" N, 109°37'36" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-10 WB over Monk Draw
Structure number:01669
Location:0.4 mi W Jct US 191 North
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:24.9 ft. [7.6 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:57.4 ft. [17.5 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1976
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:4
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,199 [as of 2014]
Truck traffic:37% 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Operating rating:55.9 tons [50.8 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:95.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201595.9FairSatisfactorySatisfactorySatisfactory-5199
August 201395.9FairSatisfactorySatisfactorySatisfactory-6000
August 201196.9GoodGoodGoodGood-5700
September 200996.6GoodGoodGoodGood-12188
February 200896.9GoodGoodGoodGood-6250
September 200597.6GoodGoodGoodGood-8750
October 200397.6FairGoodGoodSatisfactory-7977
July 200197.7FairGoodGoodSatisfactory-6931
July 200097.7GoodGoodGoodGood-6250
June 199797.8GoodGoodGoodGood-4950
February 199697.6GoodGoodGoodGood-4950
June 199397.7FairSatisfactoryGoodGood-4350
August 199197.7GoodGoodGoodGood-4300

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Pier Walllinear ft.1431281500
Reinforced Concrete Abutmentlinear ft.141875040
Reinforced Concrete Pier Caplinear ft.215215000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.262255700
Reinforced Concrete Slabsq. ft.6,0626,0481400
Wearing Surfacessq. ft.5,8085,808000