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US-73 NB HIGHWAY over PIPER CREEK

Map 

Coordinates:
+39.14006, -94.89982
39°08'24" N, 94°53'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US-73 NB HIGHWAY over PIPER CREEK
Structure number:999907301050691
Location:1.78 MILES N US-24
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:47.9 ft. [14.6 m]
Total length:122.4 ft. [37.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:State Highway Agency [01]
Year built:1968
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:3
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 2015 

Status:Open, no restriction [A]
Average daily traffic:10,550 [as of 2014]
Truck traffic:5% 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:71.8 tons [65.3 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:98.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$169,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201598.0Not deficientGoodGoodGood10550
June 201398.0Not deficientVery GoodGoodVery Good10550
May 201198.0Not deficientVery GoodGoodVery Good10500
May 200998.0Not deficientVery GoodGoodVery Good10700
June 200798.0Not deficientSatisfactoryGoodVery Good10650
June 200580.7Not deficientSatisfactoryGoodVery Good10200
June 200393.8Not deficientGoodGoodVery Good10100
August 200196.1Not deficientGoodGoodVery Good9585
October 199996.2Not deficientGoodGoodVery Good8675
August 199796.2Not deficientGoodGoodVery Good8175
April 199595.4Not deficientGoodVery GoodVery Good7390
June 199396.5Not deficientGoodVery GoodVery Good7130
May 199181.6Not deficientGoodVery GoodVery Good5740