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US 71-SEC.06-11.88 over PEPPER CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 71-SEC.06-11.88 over PEPPER CREEK
Structure number:000000000002061
Location:1.75 MI E OF DE QUEEN
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:29.9 ft. [9.1 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,900 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:45.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$918,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactoryFairSatisfactory690045.4
February 2015FairSatisfactoryFairSatisfactory660034.7
February 2013FairSatisfactoryFairSatisfactory540034.7
February 2011FairSatisfactoryFairSatisfactory540034.7
March 2009FairSatisfactoryFairSatisfactory540034.7
February 2007FairSatisfactoryFairSatisfactory590034.7
February 2005FairSatisfactoryFairSatisfactory500035.7
January 2003FairSatisfactorySatisfactorySatisfactory580046.6
October 2000FairSatisfactorySatisfactorySatisfactory540047.4
April 1998FairSatisfactorySatisfactorySatisfactory540050.7
April 1996FairSatisfactorySatisfactorySatisfactory602050.2
March 1994FairGoodSatisfactoryFair602061.5
January 1992FairGoodSatisfactoryFair602061.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.3683500180
Deck
Reinforced Concrete Top Flangesq. ft.2,8522,852000
Substructure
Reinforced Concrete Columneach42020
Reinforced Concrete Abutmentlinear ft.136136000
Reinforced Concrete Pier Caplinear ft.120118110
Bearings
Movable Bearingeach1600160
Fixed Bearingeach80080
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.184175090