US 70 - 04 - 1.89 over FALLEN CREEK


+34.22502, -93.89512
34°13'30" N, 93°53'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 70 - 04 - 1.89 over FALLEN CREEK
Structure number:000000000000286
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:24.9 ft. [7.6 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Owner:State Highway Agency [01]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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:Good
Status:Open, no restriction [A]
Average daily traffic:1,500 [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: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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:44.9 tons [40.8 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:74.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201674.8GoodGoodGoodGood-1500
July 201476.1GoodGoodGoodGood-1500
July 201276.1GoodGoodGoodGood-1500
August 201075.1GoodGoodGoodGood-1500
August 200875.1GoodGoodGoodGood-1500
July 200673.5GoodGoodGoodGood-1700
August 200468.4GoodVery GoodVery GoodGood-2000
September 200255.7GoodVery GoodVery GoodGood-1900
July 200061.7GoodVery GoodVery GoodVery Good-1800
March 199865.4GoodVery GoodVery GoodVery Good-1600
October 199665.7GoodVery GoodVery GoodVery Good-900
June 199486.9GoodVery GoodVery GoodVery Good-900
July 199286.9GoodVery GoodVery GoodVery Good-900
April 199086.7GoodVery GoodVery GoodVery Good-1526