LAMAR AVE. over I-35 HWY


+39.04485, -94.65613
39°02'41" N, 94°39'22" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LAMAR AVE. over I-35 HWY
Structure number:999903501050021
Location:0.15 MI NE JO COLN
Purpose:Carries highway over highway
Route classification:Collector (Urban) [17]
Length of largest span:65.0 ft. [19.8 m]
Total length:224.4 ft. [68.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Owner:State Highway Agency [01]
Year built:1959
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:4
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,985 [as of 2004]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:74.6
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$217,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201674.6FairGoodSatisfactoryGood-5985
June 201474.6FairGoodSatisfactoryGood-5985
June 201274.6FairVery GoodSatisfactoryGood-5985
June 201074.6FairVery GoodSatisfactoryGood-5985
June 200874.6FairVery GoodSatisfactoryGood-5985
June 200675.6FairVery GoodSatisfactoryGood-5985
July 200449.3FairSatisfactorySatisfactoryGoodFO7961
May 200271.8FairSatisfactoryGoodGood-7961
May 200070.8FairSatisfactoryGoodGood-7961
June 199870.8GoodGoodGoodGood-7961
October 199660.3GoodGoodGoodGoodFO7961
August 199460.0GoodGoodGoodGoodFO7961
March 199262.1GoodGoodGoodGoodFO7961
June 199059.4GoodGoodGoodGoodFO7961

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Columneach33000
Reinforced Concrete Abutmentlinear ft.59451400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4494391000
Reinforced Concrete Slabsq. ft.6,2865,4506292070
Wearing Surfacessq. ft.6,2865,4506292070