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S. Donaghey Ave. over STONE DAM CREEK

Map

Coordinates:
+35.07032, -92.46125
35°04'13" N, 92°27'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:S. Donaghey Ave. over STONE DAM CREEK
Structure number:000000000005393
Location:0.5 MI S JCT SH 60
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:27.9 ft. [8.5 m]
Total length:86.0 ft. [26.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,800 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:57.9 tons [52.6 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:74.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$345,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201674.1GoodGoodGoodGoodFO9800
September 201474.1GoodGoodGoodGoodFO9800
September 201274.8GoodGoodGoodGoodFO8300
September 201074.8GoodGoodGoodGoodFO8300
September 200874.8GoodGoodGoodGoodFO8300
September 200664.0GoodGoodGoodGoodFO7200
August 200463.5GoodGoodGoodGoodFO8100
July 200264.6GoodVery GoodVery GoodVery GoodFO5700
July 200078.7GoodVery GoodVery GoodVery Good-1410
July 199878.7GoodVery GoodVery GoodVery Good-1410
September 199678.7GoodVery GoodVery GoodVery Good-1410
July 199478.7GoodVery GoodVery GoodVery Good-1410
August 199278.7GoodVery GoodVery GoodVery Good-1410
July 199086.6GoodVery GoodVery GoodVery Good-562