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US 62 / US 70 over MCDONALD CREEK

Map 

Coordinates:
+34.00985, -100.78401
34°00'35" N, 100°47'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 62 / US 70 over MCDONALD CREEK
Structure number:251730014601031
Location:2.60 MI E OF SH 70
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:71.9 ft. [21.9 m]
Total length:144.0 ft. [43.9 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Owner:State Highway Agency [01]
Year built:2000
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:1,170 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:99.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201599.8Not deficientGoodVery GoodGood1170
May 201399.9Not deficientGoodVery GoodGood710
May 201199.9Not deficientGoodVery GoodGood950
August 200998.9Not deficientGoodVery GoodGood1050
August 200799.9Not deficientGoodVery GoodGood1050
August 200599.9Not deficientGoodVery GoodGood1050
September 200393.5Not deficientGoodVery GoodGood1050
October 200194.5Not deficientGoodVery GoodVery Good1050
December 200094.5Not deficientGoodVery GoodVery Good1050
20000.0Not applicable---10