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HARRY STREET over FABRIQUE BR. GYPSUM CK.

Map 

Coordinates:
+37.66465, -97.26554
37°39'53" N, 97°15'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HARRY STREET over FABRIQUE BR. GYPSUM CK.
Structure number:530400870607010
Location:HARRY AT FABRIQUE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:8.9 ft. [2.7 m]
Total length:39.0 ft. [11.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1957
Year reconstructed:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:18,500 [as of 2006]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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:46.9 tons [42.6 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:76.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201576.7Not deficient---18500
November 201376.7Not deficient---18500
September 201172.5Functionally obsolete---18500
November 200972.5Functionally obsolete---18500
July 200772.5Functionally obsolete---18500
November 200270.4Functionally obsolete---23075
February 200070.4Functionally obsolete---23075
March 199770.6Functionally obsolete---22132
January 199570.4Functionally obsolete---20200
May 199374.2Functionally obsolete---22723
May 199168.5Functionally obsolete---22723