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BOSTON over DRY CREEK

Map 

Coordinates:
+37.66667, -97.27833
37°40'00" N, 97°16'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BOSTON over DRY CREEK
Structure number:5304008700DC110
Location:BOSTON AT PARKLANE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:52.2 ft. [15.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1964
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:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:550 [as of 2006]
Truck traffic:2% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
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:21.0 tons [19.1 metric tons]
Sufficiency rating:80.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$180,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201580.2Not deficient---550
October 201380.2Not deficient---550
September 201180.2Not deficient---550
November 200980.2Not deficient---550
July 200780.2Not deficient---550
December 200278.3Not deficient---525
February 200078.3Not deficient---525
March 199781.3Not deficient---500
January 199580.2Not deficient---500
May 199394.8Not deficient---872
May 199194.8Not deficient---872