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5TH STREET over JERSEY CREEK

Map 

Coordinates:
+39.12300, -94.62142
39°07'23" N, 94°37'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:5TH STREET over JERSEY CREEK
Structure number:514301050000231
Location:5TH ST AT JERSEY CREEK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:15.4 ft. [4.7 m]
Total length:32.2 ft. [9.8 m]
Skew angle:29°
Owner:County Highway Agency [02]
Year built:1905
Year reconstructed:1999
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:Not applicable [N]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:4,590 [as of 2013]
Truck traffic:5% 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]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:84.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201584.2Not deficient---4590
June 201384.0Not deficient---5660
March 201199.2Not deficient---5660
March 200984.0Not deficient---5660
March 200784.0Not deficient---5690
March 200584.1Not deficient---5153
September 200184.1Not deficient---5153
October 199984.1Not deficient---5153
June 199733.9Structurally deficientPoorPoorSatisfactory5774
November 199534.8Structurally deficientPoorPoorSatisfactory5774
November 199334.8Structurally deficientPoorPoorSatisfactory5774
August 199135.7Structurally deficientPoorPoorSatisfactory4095