+34.00323, -100.52751
34°00'12" N, 100°31'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 62 / US 70 over SOUTH PEASE RIVER
Structure number:251730014601029
Location:17.90 MI E OF SH 70
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:69.9 ft. [21.3 m]
Total length:895.1 ft. [272.8 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:1990
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:13
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:870 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:97.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$895,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201597.6GoodGoodGoodGood-870
May 201397.6GoodGoodGoodGood-900
May 201197.6GoodGoodGoodGood-900
August 200997.5GoodGoodGoodGood-930
August 200795.5GoodGoodGoodGood-920
August 200595.5GoodGoodGoodGood-920
September 200397.0GoodGoodGoodGood-880
October 200198.0GoodGoodVery GoodGood-1000
February 200098.0GoodGoodVery GoodGood-870
March 199879.0GoodGoodVery GoodGood-900
February 199679.0GoodVery GoodVery GoodVery Good-900
June 199479.0GoodVery GoodVery GoodVery Good-950
April 199279.0GoodVery GoodVery GoodVery Good-710
September 199079.0GoodExcellentExcellentExcellent-900