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LINCOLN STREET over DRY CREEK

Map 

Coordinates:
+37.67193, -97.27826
37°40'19" N, 97°16'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LINCOLN STREET over DRY CREEK
Structure number:5304008700DC120
Location:LINCOLN AT ELPYCO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:40.0 ft. [12.2 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:56.8 ft. [17.3 m]
Deck width edge-to-edge:85.0 ft. [25.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:2000
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,500 [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: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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:79.9 tons [72.6 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Sufficiency rating:95.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201595.4GoodGoodGoodVery Good-11500
October 201495.4GoodGoodGoodVery Good-11500
September 201195.4GoodGoodGoodVery Good-11500
November 200995.4GoodGoodGoodVery Good-11500
July 200795.4GoodGoodGoodVery Good-11500
November 200276.6GoodVery GoodVery GoodVery Good-13393
February 200056.1Fair---FO13393
February 199940.4Poor---SD13088
March 199756.2Fair---FO12942
January 199557.3Fair---FO14108
May 199366.7Fair---FO14280
May 199178.2Good---FO14280