Share:

8th Street over Graveyard Wash

Map

Coordinates:
+32.83112, -109.69898
32°49'52" N, 109°41'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:8th Street over Graveyard Wash
Structure number:01685
Location:150 ft W Jct US 70
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:24.0 ft. [7.3 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Owner:State Highway Agency [01]
Year built:1920
Year reconstructed:1931
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,000 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Sufficiency rating:69.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactorySatisfactorySatisfactory300069.8
September 2015FairSatisfactorySatisfactorySatisfactory300069.8
September 2013FairSatisfactorySatisfactorySatisfactory300069.7
September 2011FairSatisfactorySatisfactorySatisfactory800066.3
September 2009GoodGoodGoodGood999564.7
March 2008GoodGoodGoodGood100081.9
October 2005GoodGoodGoodGood100081.9
August 2003GoodGoodGoodGood100081.9
July 2001GoodGoodVery GoodGood100086.7
October 1999GoodGoodVery GoodGood120085.7
July 1997GoodGoodVery GoodGood120086.1
September 1995GoodGoodVery GoodGood120086.1
June 1992GoodGoodVery GoodGood120084.1
August 1990GoodGoodVery GoodGood120084.1