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BETHEL RD S over IS 29, OR 29

Map 

Coordinates:
+39.33894, -94.73301
39°20'20" N, 94°43'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BETHEL RD S over IS 29, OR 29
Structure number:2847
Old structure number:A3380 1 (from 1992 edition)
Location:S 9 T 52 N R 34 W
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:97.1 ft. [29.6 m]
Total length:390.1 ft. [118.9 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1984
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:164 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:58.4 tons [53.1 metric tons]
Inventory rating:40.6 tons [36.9 metric tons]
Sufficiency rating:99.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201499.0Not deficientGoodGoodSatisfactory164
October 201299.0Not deficientGoodGoodGood172
December 201099.0Not deficientGoodGoodGood190
January 200999.0Not deficientGoodGoodGood188
November 200699.0Not deficientVery GoodGoodGood196
October 200496.7Not deficientVery GoodVery GoodGood5596
February 200399.0Not deficientVery GoodVery GoodGood184
December 200199.0Not deficientVery GoodVery GoodGood180
October 199999.0Not deficientVery GoodVery GoodGood180
200091.0Not applicable---50000
September 199899.0Not deficientVery GoodVery GoodGood180
November 199799.0Not deficientVery GoodVery GoodGood180
November 199699.0Not deficientVery GoodVery GoodGood100
December 1995100.0Not deficientVery GoodVery GoodGood100
December 1994100.0Not deficientVery GoodVery GoodGood100
January 1994100.0Not deficientVery GoodVery GoodGood100
January 1993100.0Not deficientVery GoodVery GoodGood100
October 1991100.0Not deficientVery GoodVery GoodGood100