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

Map

Coordinates:
+34.23662, -93.75765
34°14'12" N, 93°45'28" W

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 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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.304304000
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
Joints
Compression Jointlinear ft.130130000
Assembly without Seal Jointlinear ft.406406000
Bearings
Movable Bearingeach66000
Fixed Bearingeach66000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,0801,074600
Deck
Reinforced Concrete Slabsq. ft.1,1731,07310000