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MILL STREET over TURKEY CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+39.05532, -94.63051
39°03'19" N, 94°37'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MILL STREET over TURKEY CREEK
Structure number:514301050000140
Location:MILL ST. N. OF SEMINARY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:49.9 ft. [15.2 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:County Highway Agency [02]
Year built:1940
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2011

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,279 [as of 1991]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:49.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$709,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2011FairFairFairFair127949.1
March 2009FairFairFairFair127948.5
March 2007FairFairFairFair127947.5
March 2005FairFairFairFair127947.5
September 2001FairFairFairFair127947.5
October 1999FairFairFairFair127947.3
August 1997FairFairFairFair127947.5
November 1995FairFairFairFair127947.9
November 1993PoorFairFairPoor127932.5
August 1991FairFairFairFair127947.9