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7TH. STREET over BRANCH OF SPRING RIVER

Map

Coordinates:
+37.02861, -94.73306
37°01'43" N, 94°43'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:7TH. STREET over BRANCH OF SPRING RIVER
Structure number:502000110000002
Location:INTERSECTION 7TH. & EAST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:27.9 ft. [8.5 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Skew angle:50°
Owner:City or Municipal Highway Agency [04]
Year built:1942
Historic significance:Bridge is not eligible for the National Register of Historic Places [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: October 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:200 [as of 2004]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
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 desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:48.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$282,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018PoorFairPoorPoor20048.4
October 2017PoorFairPoorPoor20048.4
August 2016PoorFairPoorPoor20048.4
August 2015PoorFairPoorPoor20048.4
February 2014PoorFairPoorPoor20048.4
January 2013PoorFairPoorPoor20048.4
August 2011PoorFairPoorPoor20048.4
October 2009PoorFairPoorPoor20048.4
October 2008PoorFairPoorPoor20048.4
February 2007PoorSatisfactoryFairPoor20049.4
August 2004PoorSatisfactorySatisfactoryPoor20058.2
June 2001FairSatisfactorySatisfactoryFair20074.2
June 1998FairSatisfactorySatisfactoryFair20074.5
April 1997FairSatisfactorySatisfactoryFair20074.5
June 1995PoorSatisfactorySatisfactoryPoor20053.2
August 1991FairSatisfactorySatisfactoryFair20070.2