+34.09432, -99.73030
34°05'40" N, 99°43'49" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 6 over PEASE RIVER
Structure number:251000009801038
Location:13.4 MI S OF US 287
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:73.2 ft. [22.3 m]
Total length:1442.0 ft. [439.5 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Owner:State Highway Agency [01]
Year built:1977
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:20
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: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:780 [as of 2013]
Truck traffic:41% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201592.6FairSatisfactoryGoodSatisfactory-780
June 201393.9FairSatisfactoryGoodSatisfactory-500
June 201193.4FairSatisfactoryGoodSatisfactory-600
August 201094.2FairSatisfactoryGoodSatisfactory-440
August 200995.3FairSatisfactoryGoodSatisfactory-410
September 200795.0FairSatisfactoryGoodSatisfactory-470
September 200596.2FairSatisfactoryGoodSatisfactory-420
September 200395.8FairSatisfactoryGoodSatisfactory-510
January 200290.3FairSatisfactoryVery GoodSatisfactory-580
January 200096.5GoodGoodVery GoodGood-570
April 199896.5GoodGoodVery GoodGood-580
March 199696.5GoodVery GoodVery GoodGood-580
May 199496.6GoodVery GoodVery GoodGood-560
May 199297.1GoodVery GoodVery GoodGood-450
June 199097.1GoodVery GoodVery GoodGood-450

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.2,1842,184000
Reinforced Concrete Decksq. ft.2020000
Reinforced Concrete Columneach5751600
Reinforced Concrete Abutmentlinear ft.2626000
Reinforced Concrete Pier Caplinear ft.2312211000
Pourable Jointlinear ft.143143000
Elastomeric Bearingeach200200000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8908731700