US 71-SEC.06-11.88 over PEPPER CREEK


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.
Reinforced Concrete Girder/Beamlinear ft.3683500180
Reinforced Concrete Top Flangesq. ft.2,8522,852000
Reinforced Concrete Columneach42020
Reinforced Concrete Abutmentlinear ft.136136000
Reinforced Concrete Pier Caplinear ft.120118110
Movable Bearingeach1600160
Fixed Bearingeach80080
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.184175090