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127TH STREET EAST over WEST FORK FOUR MILE CR.

Map 

Coordinates:
+37.71235, -97.18961
37°42'44" N, 97°11'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:127TH STREET EAST over WEST FORK FOUR MILE CR.
Structure number:530400870WBFM20
Location:127TH ST E. N OF EDGEWOOD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:40.0 ft. [12.2 m]
Total length:103.0 ft. [31.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1989
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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:550 [as of 2006]
Truck traffic:7% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:50.9 tons [46.3 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:96.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201596.1Not deficientGoodGoodVery Good550
October 201396.1Not deficientGoodVery GoodVery Good550
September 201194.1Not deficientVery GoodVery GoodVery Good550
November 200994.1Not deficientVery GoodVery GoodVery Good550
July 200795.1Not deficientVery GoodVery GoodVery Good550
November 200295.1Not deficientGoodVery GoodVery Good550
February 200095.1Not deficientGoodVery GoodVery Good550