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SUMMIT ST S over IS 670, RP IS670E TO IS3

Map 

Coordinates:
+39.09633, -94.59321
39°05'47" N, 94°35'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SUMMIT ST S over IS 670, RP IS670E TO IS3
Structure number:2693
Old structure number:A3668 1 (from 1992 edition)
Location:S 6 T 49 N R 33 W
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:250.0 ft. [76.2 m]
Total length:400.0 ft. [121.9 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:60.7 ft. [18.5 m]
Vertical clearance below bridge:25.9 ft. [7.9 m]
Owner:State Highway Agency [01]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:3,105 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:71.3 tons [64.8 metric tons]
Inventory rating:39.6 tons [36.0 metric tons]
Sufficiency rating:94.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201594.6Not deficientGoodSatisfactorySatisfactory3105
December 201383.5Not deficientGoodFairSatisfactory3105
September 201195.5Not deficientGoodSatisfactorySatisfactory3433
February 201095.5Not deficientGoodVery GoodGood3650
January 200895.7Not deficientGoodVery GoodGood2306
November 200595.7Not deficientGoodVery GoodGood2326
September 200395.7Not deficientGoodVery GoodGood2382
October 200195.7Not deficientGoodVery GoodGood2338
200095.1Not applicable---100
199241.2Structurally deficient---100