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NFA A536 over SHAWNETTE CREEK

Map

Coordinates:
+35.18361, -87.66694
35°11'01" N, 87°40'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:NFA A536 over SHAWNETTE CREEK
Structure number:910A5360009
Location:5.1 MI NE JCT SR13&SR203
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:18.0 ft. [5.5 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1993
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 continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2017]
Truck traffic:10% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:76.4
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$79,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201776.4Fair5 out of 10-150
April 201579.4Fair5 out of 10-150
April 201379.4Fair5 out of 10-150
June 201179.4Fair5 out of 10-150
August 200979.4Fair5 out of 10-150
October 200790.4Fair6 out of 10-150
January 200690.4Fair6 out of 10-150
December 200386.4Fair6 out of 10FO150
January 200288.4Fair6 out of 10-150
June 200090.4Fair6 out of 10-150
July 199890.4Fair6 out of 10-150
August 199698.0Good8 out of 10-60
September 199498.0Good8 out of 10-60
January 199498.0Good8 out of 10-60
February 199315.9PoorN out of 10SD60
June 199115.9PoorN out of 10SD60