SH -301 - 01- 8.70 over VAUGHN CREEK


+33.98809, -93.59591
33°59'17" N, 93°35'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SH -301 - 01- 8.70 over VAUGHN CREEK
Structure number:000000000005343
Location:4.70 MI W JCT OF SH 195
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Skew angle:45°
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:5
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: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:570 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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: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 assessed or calculated scour condition. [5]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:96.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201696.3FairSatisfactoryGoodGood-570
March 201496.3FairSatisfactoryGoodGood-570
April 201286.7FairSatisfactoryGoodGood-430
May 201086.7FairSatisfactoryGoodGood-430
May 200886.7FairSatisfactoryGoodGood-430
May 200687.9FairSatisfactoryGoodGood-270
May 200487.9FairSatisfactoryGoodGood-290
May 200287.6FairSatisfactoryGoodVery Good-280
May 200087.4FairSatisfactoryGoodVery Good-370
October 199887.4FairSatisfactoryGoodVery Good-370
December 199787.7FairSatisfactoryGoodVery Good-140
June 199687.7FairSatisfactoryGoodVery Good-140
March 199487.7FairSatisfactoryGoodVery Good-140
May 199287.7FairSatisfactoryGoodVery Good-140
March 199087.6GoodGoodVery GoodVery Good-220