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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 

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. ratingEvaluationDeckSuper.Sub.ADT
December 201580.0Not deficientGoodGoodVery Good10330
October 201380.0Not deficientGoodVery GoodVery Good10330
September 201180.0Not deficientGoodVery GoodVery Good10330
November 200997.6Not deficientVery GoodVery GoodVery Good10330
July 200797.6Not deficientVery GoodVery GoodVery Good10330
December 200297.3Not deficientVery GoodVery GoodVery Good3147
January 200032.1Structurally deficientFairFairPoor3147
February 199732.1Structurally deficientFairFairPoor4359
January 199532.7Not deficientFairFairPoor3431