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SR-276 over NORTH WASH

Map

Coordinates:
+38.02472, -110.57667
38°01'29" N, 110°34'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR-276 over NORTH WASH
Structure number:0F 208
Location:AT TRACHYTE JUNCTION
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:62.0 ft. [18.9 m]
Total length:128.9 ft. [39.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:260 [as of 2014]
Truck traffic:26% 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:42.0 tons [38.2 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Sufficiency rating:77.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201677.3FairSatisfactorySatisfactorySatisfactory-260
October 201467.0FairSatisfactorySatisfactoryFair-242
October 201275.3FairSatisfactorySatisfactoryFair-242
March 201170.9FairGoodSatisfactoryFair-540
December 200870.9FairGoodSatisfactoryFair-540
May 200757.3FairGoodSatisfactoryFair-964
March 200557.3FairGoodSatisfactoryFair-964
November 200257.7FairGoodSatisfactoryFair-930
October 200066.6FairGoodGoodSatisfactory-870
September 199866.6FairGoodGoodSatisfactory-870
October 199676.8FairGoodGoodSatisfactory-700
November 199483.6FairGoodGoodSatisfactory-700
April 199385.3FairGoodGoodSatisfactory-615
October 199085.4FairGoodVery GoodSatisfactory-605

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.502494440
Deck
Reinforced Concrete Decksq. ft.4,3993,99940000
Substructure
Reinforced Concrete Pier Walllinear ft.1010000
Reinforced Concrete Abutmentlinear ft.6969000
Reinforced Concrete Pileeach44000
Reinforced Concrete Pier Caplinear ft.2738160
Joints
Compression Jointlinear ft.3603600
Bearings
Elastomeric Bearingeach1613300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2562322220