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US-69 HWY over JERSEY CREEK

Map 

Coordinates:
+39.12462, -94.62681
39°07'29" N, 94°37'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US-69 HWY over JERSEY CREEK
Structure number:999906901052861
Location:0.41 MI N OF US24
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:13.1 ft. [4.0 m]
Total length:27.6 ft. [8.4 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1991
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:5,270 [as of 2014]
Truck traffic:7% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:85.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$37,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201585.0Not deficient---5270
June 201385.0Not deficient---5270
June 201185.0Not deficient---6040
May 200985.0Not deficient---6160
June 200785.0Not deficient---6620
June 200585.0Not deficient---8330
June 200385.0Not deficient---8975
September 200185.0Not deficient---7335
October 199985.0Not deficient---7190
August 199783.0Not deficient---6775
April 199580.8Not deficient---7725
June 199383.0Not deficient---6845
June 199181.0Not deficient---10620