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LINCOLN STREET over ARMOUR BRANCH GYPSUM CR

Map 

Coordinates:
+37.67196, -97.24989
37°40'19" N, 97°14'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LINCOLN STREET over ARMOUR BRANCH GYPSUM CR
Structure number:530400870060901
Location:LINCOLN AT ARMOUR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.1 ft. [3.7 m]
Total length:40.0 ft. [12.2 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1955
Year reconstructed:2011
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 [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:11,400 [as of 2006]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:88.8 tons [80.7 metric tons]
Inventory rating:53.2 tons [48.4 metric tons]
Sufficiency rating:83.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201583.1Not deficient---11400
November 201383.1Not deficient---11400
September 201181.0Not deficient---11400
November 20097.0Structurally deficient---11400
May 20077.0Structurally deficient---11400
November 200268.9Functionally obsolete---9323
February 200068.9Functionally obsoleteGoodSatisfactorySatisfactory9323
March 199770.0Functionally obsoleteSatisfactorySatisfactorySatisfactory8721
January 199569.4Not deficient---9410
May 199375.0Functionally obsolete---9410
May 199174.6Functionally obsolete---11359