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US 70 SEC.04-10.35 over SELF CREEK(LAKE GREESON)

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 70 SEC.04-10.35 over SELF CREEK(LAKE GREESON)
Structure number:0000000000A0285
Location:WEST OF DAISY, ARK
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:200.1 ft. [61.0 m]
Total length:692.0 ft. [210.9 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Owner:State Highway Agency [01]
Year built:1949
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,700 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
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:65.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,702,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairFairSatisfactorySatisfactory170065.6
July 2015FairFairSatisfactorySatisfactory160065.9
August 2013FairFairSatisfactorySatisfactory160065.9
July 2013FairFairSatisfactorySatisfactory180065.4
July 2011FairFairSatisfactorySatisfactory180065.4
November 2009FairFairSatisfactorySatisfactory180065.4
October 2007FairFairSatisfactorySatisfactory200064.9
October 2005FairFairSatisfactorySatisfactory230066.9
December 2003FairFairSatisfactorySatisfactory230066.6
September 2002FairFairSatisfactorySatisfactory230066.6
July 2000FairSatisfactorySatisfactorySatisfactory190069.7
June 1998FairSatisfactorySatisfactorySatisfactory190067.7
May 1997FairSatisfactorySatisfactorySatisfactory109564.3
October 1995FairSatisfactorySatisfactorySatisfactory109569.1
December 1994FairSatisfactorySatisfactorySatisfactory109569.1
December 1993FairSatisfactorySatisfactorySatisfactory109569.1
November 1992FairSatisfactorySatisfactorySatisfactory109569.1
July 1990FairSatisfactoryGoodGood159568.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.304301120
Deck
Reinforced Concrete Decksq. ft.19,12817,6038037220
Superstructure
Reinforced Concrete Archlinear ft.1,0009762220
Substructure
Reinforced Concrete Columneach62313010
Reinforced Concrete Pier Walllinear ft.6660600
Reinforced Concrete Abutmentlinear ft.219219000
Reinforced Concrete Pier Caplinear ft.7070000
Bearings
Movable Bearingeach66000
Fixed Bearingeach66000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,0801,074600
Deck
Reinforced Concrete Slabsq. ft.1,1731,07310000