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FORESTVIEW over MIDDLE FORK CALFSKIN TRI

Map 

Coordinates:
+37.67888, -97.48744
37°40'44" N, 97°29'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FORESTVIEW over MIDDLE FORK CALFSKIN TRI
Structure number:53040087000FV20
Location:FORESTVIEW AT MAPLE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:450 [as of 2006]
Truck traffic:1% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:33.9 tons [30.8 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Sufficiency rating:81.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$155,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201581.4Not deficient---450
October 201381.4Not deficient---450
September 201181.4Not deficient---450
October 200962.3Functionally obsolete---450
July 200762.3Functionally obsolete---450
December 200262.3Functionally obsolete---420
January 200062.3Functionally obsolete---420
March 199762.3Functionally obsolete---400
January 199562.2Functionally obsolete---400