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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 2016

Good/Fair/Poor Condition:Good
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:73.5 tons [66.8 metric tons]
Inventory rating:44.0 tons [40.0 metric tons]
Sufficiency rating:62.6
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,024,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201662.6GoodGoodGoodGoodFO12790
August 201462.6GoodGoodGoodGoodFO12790
August 201262.6GoodGoodGoodGoodFO12790
September 201062.6FairGoodGoodSatisfactoryFO12790
August 200862.6FairGoodGoodSatisfactoryFO12790
August 200662.6FairGoodGoodSatisfactoryFO12790
August 200462.6FairGoodGoodSatisfactoryFO16348
August 200275.5FairGoodGoodSatisfactory-16348
May 200075.5FairSatisfactoryGoodSatisfactory-16348
August 199875.5FairSatisfactoryGoodSatisfactory-16348
April 199679.2FairSatisfactoryGoodSatisfactory-16348
August 199493.5FairSatisfactoryGoodSatisfactory-16348
March 199294.5FairSatisfactoryGoodSatisfactory-16348
May 199094.5FairSatisfactoryGoodSatisfactory-16348