N3670 over CREEK


+34.65936, -96.47708
34°39'34" N, 96°28'37" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N3670 over CREEK
Structure number:242410000000000
Location:3W 3.7N TUPELO
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:10.2 ft. [3.1 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1995
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2016]
Truck traffic:10% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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]
Sufficiency rating:85.7
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$225,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2018Good8 out of 1010085.7
March 2016Good8 out of 1010097.0
March 2014Good8 out of 1010097.0
March 2012Good8 out of 1010097.0
June 2010Good8 out of 1010097.0
May 2008Good8 out of 1010097.0
June 2006Good8 out of 1010097.0
July 2004Good8 out of 1010097.0
July 2002Good8 out of 1010097.0
August 2000Good8 out of 1010097.0
April 1998Good9 out of 1010097.0
April 1996Good9 out of 1010097.0