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31ST STREET SOUTH over BIG SLOUGH SOUTH TRIB.

Map 

Coordinates:
+37.63690, -97.36174
37°38'13" N, 97°21'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:31ST STREET SOUTH over BIG SLOUGH SOUTH TRIB.
Structure number:5304008700LBS30
Location:31ST ST S AT GLENN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Skew angle:11°
Owner:City or Municipal Highway Agency [04]
Year built:2010
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 [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:9,800 [as of 2006]
Truck traffic:2% 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:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:83.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201583.3Not deficient---9800
October 201383.3Not deficient---9800
September 201179.2Not deficient---9800
November 200946.4Structurally deficient---9800
June 200746.4Structurally deficient---9800
December 200275.6Not deficient---13720
February 200085.9Not deficient---13720
March 199784.3Not deficient---11253
January 199585.0Not deficient---11000
May 199387.0Not deficient---11000
May 199194.7Not deficient---8970