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JACKS FORK RD over S PRONG JACKS FK R

Map

Coordinates:
+37.07690, -91.73220
37°04'37" N, 91°43'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JACKS FORK RD over S PRONG JACKS FK R
Structure number:17241
Old structure number:146R028 107 (from 1992 edition)
Location:S 29 T 28 N R 7 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:54.1 ft. [16.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1990
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 [1]
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: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2015]
Truck traffic:10% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:81.1

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2017Good7 out of 1020081.1
November 2015Good7 out of 1020081.1
December 2013Good7 out of 1020081.1
May 2012Good7 out of 1020081.1
July 2010Good7 out of 1020081.1
April 2008Good7 out of 1020081.1
June 2006Good7 out of 1020081.1
April 2004Good7 out of 1020081.1
October 2002Good7 out of 1020081.1
March 2000Good7 out of 1020081.1
April 1998Good7 out of 1020081.1
November 1990Good7 out of 1019478.6