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SH 369 - 02 - 2.27 over FALLEN CREEK

Map

Coordinates:
+34.21809, -93.89256
34°13'05" N, 93°53'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 369 - 02 - 2.27 over FALLEN CREEK
Structure number:000000000005257
Location:1.18 MI S JCT US 70
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Owner:State Highway Agency [01]
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:Bituminous [6]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:510 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:56.9 tons [51.7 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:95.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201695.3FairSatisfactorySatisfactoryVery Good-510
July 201495.3FairSatisfactorySatisfactoryVery Good-510
July 201295.0FairSatisfactorySatisfactoryVery Good-630
August 201095.0GoodGoodGoodVery Good-630
August 200895.0GoodGoodGoodVery Good-630
July 200685.9GoodGoodGoodVery Good-560
August 200485.8GoodGoodGoodVery Good-570
September 200285.7GoodGoodGoodVery Good-510
July 200077.2GoodGoodGoodVery Good-810
March 199879.1GoodVery GoodVery GoodVery Good-810
October 199687.8GoodVery GoodVery GoodVery Good-200
June 199487.8GoodVery GoodVery GoodVery Good-200
July 199287.8GoodVery GoodVery GoodVery Good-200
April 199087.8GoodVery GoodVery GoodVery Good-244