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US 62 / US 70 over SOUTH PEASE RIVER

Map 

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

Facts 

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 

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. ratingEvaluationDeckSuper.Sub.ADT
April 201597.6Not deficientGoodGoodGood870
May 201397.6Not deficientGoodGoodGood900
May 201197.6Not deficientGoodGoodGood900
August 200997.5Not deficientGoodGoodGood930
August 200795.5Not deficientGoodGoodGood920
August 200595.5Not deficientGoodGoodGood920
September 200397.0Not deficientGoodGoodGood880
October 200198.0Not deficientGoodVery GoodGood1000
February 200098.0Not deficientGoodVery GoodGood870
March 199879.0Not deficientGoodVery GoodGood900
February 199679.0Not deficientVery GoodVery GoodVery Good900
June 199479.0Not deficientVery GoodVery GoodVery Good950
April 199279.0Not deficientVery GoodVery GoodVery Good710
September 199079.0Not deficientExcellentExcellentExcellent900