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8TH TO 9TH ST over JERSEY CREEK

Map 

Coordinates:
+39.12333, -94.63000
39°07'24" N, 94°37'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:8TH TO 9TH ST over JERSEY CREEK
Structure number:514301050000235
Location:8-9TH ST AT JERSEY CK
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:14.1 ft. [4.3 m]
Total length:28.9 ft. [8.8 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1971
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:6,105 [as of 1998]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
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:49.0 tons [44.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 2015100.0Not deficient---6105
June 2013100.0Not deficient---6105
March 2011100.0Not deficient---6105
March 2009100.0Not deficient---6105
March 2007100.0Not deficient---6105
March 2005100.0Not deficient---6105
September 2001100.0Not deficient---6105
October 1999100.0Not deficient---6105
August 1997100.0Not deficient---1152
November 1995100.0Not deficient---1152
November 1993100.0Not deficient---1152
August 1991100.0Not deficient---1431