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

Pike County, Arkansas

Map

Coordinates:
+34.23662, -93.75765
34°14'12" N, 93°45'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,600 [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]
Operating rating:37.0 tons [33.6 metric tons]
Inventory rating:22.0 tons [20.0 metric tons]
Sufficiency rating:65.9
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201565.9FairFairSatisfactorySatisfactory-1600
August 201365.9FairFairSatisfactorySatisfactory-1600
July 201365.4FairFairSatisfactorySatisfactory-1800
July 201165.4FairFairSatisfactorySatisfactory-1800
November 200965.4FairFairSatisfactorySatisfactory-1800
October 200764.9FairFairSatisfactorySatisfactory-2000
October 200566.9FairFairSatisfactorySatisfactoryFO2300
December 200366.6FairFairSatisfactorySatisfactoryFO2300
September 200266.6FairFairSatisfactorySatisfactoryFO2300
July 200069.7FairSatisfactorySatisfactorySatisfactory-1900
June 199867.7FairSatisfactorySatisfactorySatisfactory-1900
May 199764.3FairSatisfactorySatisfactorySatisfactory-1095
October 199569.1FairSatisfactorySatisfactorySatisfactory-1095
December 199469.1FairSatisfactorySatisfactorySatisfactory-1095
December 199369.1FairSatisfactorySatisfactorySatisfactory-1095
November 199269.1FairSatisfactorySatisfactorySatisfactory-1095
July 199068.1FairSatisfactoryGoodGood-1595