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QUEPONCO ROAD over OLD MILL BRANCH

Map

Coordinates:
+38.27314, -75.34679
38°16'23" N, 75°20'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:QUEPONCO ROAD over OLD MILL BRANCH
Structure number:200000WO0402010
Location:3.79 MI N OF US RTE 113
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:14.1 ft. [4.3 m]
Total length:44.3 ft. [13.5 m]
Roadway width between curbs:22.3 ft. [6.8 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Owner:County Highway Agency [02]
Year built:1994
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:3
Main spans material:Wood or timber [7]
Main spans design:Slab [01]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:130 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Sufficiency rating:84.9
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairGoodGoodSatisfactory13084.9
October 2015FairGoodGoodSatisfactory13084.9
October 2013FairGoodGoodSatisfactory13084.9
October 2011GoodGoodGoodGood13088.9
October 2009GoodGoodGoodGood13088.9
October 2007FairSatisfactoryGoodGood13087.9
October 2006GoodVery GoodVery GoodGood13086.9
September 2004GoodVery GoodVery GoodGood13086.9
October 2002GoodVery GoodVery GoodGood13086.9
October 2000GoodVery GoodVery GoodVery Good13086.9
October 1998GoodVery GoodVery GoodVery Good13088.9
April 1996GoodVery GoodVery GoodExcellent12088.9
April 1994GoodExcellentExcellentExcellent12087.9
September 1992GoodGoodGoodGood12062.2
November 1991GoodGoodGoodGood12062.2