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LINCOLN ST. over I135 HWY EL&WL -CANAL

Map 

Coordinates:
+37.67181, -97.31225
37°40'19" N, 97°18'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LINCOLN ST. over I135 HWY EL&WL -CANAL
Structure number:999913500873101
Location:JCT. LINCOLN AVE & I35
Purpose:Carries highway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:98.1 ft. [29.9 m]
Total length:380.6 ft. [116.0 m]
Roadway width between curbs:78.1 ft. [23.8 m]
Deck width edge-to-edge:91.9 ft. [28.0 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1976
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:5
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:12,790 [as of 2003]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:73.8 tons [67.1 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:62.6
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,024,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201462.6Functionally obsoleteGoodGoodGood12790
August 201262.6Functionally obsoleteGoodGoodGood12790
September 201062.6Functionally obsoleteGoodGoodSatisfactory12790
August 200862.6Functionally obsoleteGoodGoodSatisfactory12790
August 200662.6Functionally obsoleteGoodGoodSatisfactory12790
August 200462.6Functionally obsoleteGoodGoodSatisfactory16348
August 200275.5Not deficientGoodGoodSatisfactory16348
May 200075.5Not deficientSatisfactoryGoodSatisfactory16348
August 199875.5Not deficientSatisfactoryGoodSatisfactory16348
April 199679.2Not deficientSatisfactoryGoodSatisfactory16348
August 199493.5Not deficientSatisfactoryGoodSatisfactory16348
March 199294.5Not deficientSatisfactoryGoodSatisfactory16348
May 199094.5Not deficientSatisfactoryGoodSatisfactory16348