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MAPLE STREET over MIDDLE FORK CALFSKIN CR.

Map 

Coordinates:
+37.67833, -97.47833
37°40'42" N, 97°28'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MAPLE STREET over MIDDLE FORK CALFSKIN CR.
Structure number:430400873706200
Location:MAPLE E. OF BREEZY POINTE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:52.5 ft. [16.0 m]
Total length:129.9 ft. [39.6 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:67.6 ft. [20.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,330 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry 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 in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:86.8 tons [78.9 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:80.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201580.0GoodGoodGoodVery Good-10330
October 201380.0GoodGoodVery GoodVery Good-10330
September 201180.0GoodGoodVery GoodVery Good-10330
November 200997.6GoodVery GoodVery GoodVery Good-10330
July 200797.6GoodVery GoodVery GoodVery Good-10330
December 200297.3GoodVery GoodVery GoodVery Good-3147
January 200032.1PoorFairFairPoorSD3147
February 199732.1PoorFairFairPoorSD4359
January 199532.7PoorFairFairPoor-3431