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SH 6 over PEASE RIVER

Map

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

Facts

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
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,1842,184000
Deck
Reinforced Concrete Decksq. ft.2020000
Substructure
Reinforced Concrete Columneach5751600
Reinforced Concrete Abutmentlinear ft.2626000
Reinforced Concrete Pier Caplinear ft.2312211000
Joints
Pourable Jointlinear ft.143143000
Bearings
Elastomeric Bearingeach200200000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8908731700