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SH -301 - 01- 8.70 over VAUGHN CREEK

Map

Coordinates:
+33.98809, -93.59591
33°59'17" N, 93°35'45" W

Facts

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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.106106000
Reinforced Concrete Pier Caplinear ft.180180000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.150150000
Deck
Reinforced Concrete Slabsq. ft.4,7854,785000