SH 301 SEC.02-2.36 over CREEK


+34.00995, -93.43756
34°00'36" N, 93°26'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SH 301 SEC.02-2.36 over CREEK
Structure number:0000000000X0830
Location:2.34 M E JCT SH 29
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:5.9 ft. [1.8 m]
Total length:25.9 ft. [7.9 m]
Owner:State Highway Agency [01]
Year built:1991
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:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:90 [as of 2014]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:85.7

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
July 201585.7Good8 out of 10-90
July 201387.1Good8 out of 10-90
July 201187.1Good8 out of 10-110
July 200987.1Good8 out of 10-110
July 200787.1Good8 out of 10-90
August 200587.1Good8 out of 10-100
September 200386.8Good8 out of 10-100
August 200176.4Good8 out of 10-150
August 199976.4Good8 out of 10-150
April 199796.9Good8 out of 10-125
March 199596.9Good8 out of 10-125
March 199397.0Good8 out of 10-125