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LAMAR AVE. over I-35 HWY

Map 

Coordinates:
+39.04485, -94.65613
39°02'41" N, 94°39'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2014 

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. ratingEvaluationDeckSuper.Sub.ADT
June 201474.6Not deficientGoodSatisfactoryGood5985
June 201274.6Not deficientVery GoodSatisfactoryGood5985
June 201074.6Not deficientVery GoodSatisfactoryGood5985
June 200874.6Not deficientVery GoodSatisfactoryGood5985
June 200675.6Not deficientVery GoodSatisfactoryGood5985
July 200449.3Functionally obsoleteSatisfactorySatisfactoryGood7961
May 200271.8Not deficientSatisfactoryGoodGood7961
May 200070.8Not deficientSatisfactoryGoodGood7961
June 199870.8Not deficientGoodGoodGood7961
October 199660.3Functionally obsoleteGoodGoodGood7961
August 199460.0Functionally obsoleteGoodGoodGood7961
March 199262.1Functionally obsoleteGoodGoodGood7961
June 199059.4Functionally obsoleteGoodGoodGood7961