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LOCAL RD. 18.3-Z.2 over TRIB. TO SHORT CREEK

Map

Coordinates:
+37.08333, -94.63278
37°04'60" N, 94°37'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOCAL RD. 18.3-Z.2 over TRIB. TO SHORT CREEK
Structure number:000111115207004
Location:N.E. COR. OF GALENA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:7.9 ft. [2.4 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:25.3 ft. [7.7 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1922
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:400 [as of 2004]
Truck traffic:15% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Equal to present minimum criteria [6]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:52.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$78,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2018Poor4 out of 1040052.2
October 2017Fair5 out of 1040068.2
August 2016Fair5 out of 1040068.2
August 2015Fair5 out of 1040068.2
February 2014Fair6 out of 1040079.2
January 2013Fair5 out of 1040068.2
August 2011Fair5 out of 1040068.2
October 2009Fair5 out of 1040068.2
October 2008Fair5 out of 1040068.2
February 2007Fair5 out of 1040068.2
August 2004Fair5 out of 1040069.2
May 2002Fair5 out of 1040069.2
May 1999Fair5 out of 1040069.5
June 1998Fair5 out of 1040069.2
April 1997Fair5 out of 1040069.5
June 1995Fair5 out of 1040069.5
August 1991Good7 out of 1040080.5