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RT P E over STARKES CR

Map

Coordinates:
+38.02328, -93.14473
38°01'24" N, 93°08'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT P E over STARKES CR
Structure number:9355
Old structure number:T 953 1 (from 1992 edition)
Location:S 20 T 38 N R 20 W
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:9.8 ft. [3.0 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Owner:State Highway Agency [01]
Year built:1948
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
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:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:417 [as of 2018]
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:Basically intolerable requiring high priority of corrrective action [3]
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: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 assessed or calculated scour condition. [5]
Sufficiency rating:60.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$255,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2018Fair5 out of 1041760.6
June 2017Fair5 out of 1023464.6
June 2015Fair6 out of 1022275.7
December 2013Fair6 out of 1022275.7
November 2011Fair6 out of 1025238.9
November 2009Fair6 out of 1035838.4
November 2007Fair6 out of 1038838.2
October 2005Fair6 out of 1030238.6
December 2003Fair6 out of 1031038.6
November 2001FairN out of 1031627.5
November 2000FairN out of 1030927.6
November 1999FairN out of 1029927.7
October 1998FairN out of 1029927.7
November 1997FairN out of 1029922.6
December 1996FairN out of 1019145.6
November 1995FairN out of 1019135.2
November 1994FairN out of 1018335.3
November 1993FairN out of 1018035.3
October 1992FairN out of 1018045.6
October 1991GoodN out of 1017041.6