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GARRISON ST over MNA RR, SPRING RVR

Map

Coordinates:
+37.18589, -94.31376
37°11'09" N, 94°18'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GARRISON ST over MNA RR, SPRING RVR
Structure number:14670
Old structure number:H 279 1 (from 1992 edition)
Location:S 33 T 29 N R 31 W
Purpose:Carries highway over railroad and waterway
Route classification:Collector (Urban) [17]
Length of largest span:122.1 ft. [37.2 m]
Total length:615.2 ft. [187.5 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1928
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:2,500 [as of 2017]
Truck traffic:10% 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:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 condition. [5]
Sufficiency rating:4.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,662,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017PoorFairPoorPoor25004.1
February 2015PoorFairPoorPoor25004.1
March 2013PoorFairPoorPoor25004.1
March 2011PoorFairPoorPoor25004.1
February 2009PoorFairPoorPoor25004.1
June 2007PoorFairPoorPoor25004.1
February 2005PoorFairPoorPoor25004.1
February 2003PoorFairPoorPoor43006.0
March 2001PoorFairPoorPoor42326.0
February 1999PoorFairPoorPoor42326.0
February 1995PoorSeriousSeriousSatisfactory37032.0
February 1994PoorSeriousSeriousSatisfactory36232.0
December 1992PoorSeriousSeriousSatisfactory36232.0
December 1991PoorSeriousSeriousSatisfactory35382.0