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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 

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. ratingEvaluationDeckSuper.Sub.ADT
November 201595.4Not deficientGoodGoodVery Good11500
October 201495.4Not deficientGoodGoodVery Good11500
September 201195.4Not deficientGoodGoodVery Good11500
November 200995.4Not deficientGoodGoodVery Good11500
July 200795.4Not deficientGoodGoodVery Good11500
November 200276.6Not deficientVery GoodVery GoodVery Good13393
February 200056.1Functionally obsolete---13393
February 199940.4Structurally deficient---13088
March 199756.2Functionally obsolete---12942
January 199557.3Functionally obsolete---14108
May 199366.7Functionally obsolete---14280
May 199178.2Functionally obsolete---14280