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29TH STREET NORTH over E. FORK CHISHOLM CR TR #

Map 

Coordinates:
+37.73756, -97.26168
37°44'15" N, 97°15'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:29TH STREET NORTH over E. FORK CHISHOLM CR TR #
Structure number:5304008700029WI
Location:29TH ST. N E OF WOODLAWN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:7.9 ft. [2.4 m]
Total length:25.9 ft. [7.9 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1981
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:Bituminous [6]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:13,000 [as of 2006]
Truck traffic:4% 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: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:79.9 tons [72.6 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Sufficiency rating:81.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201581.3Not deficient---13000
October 201381.3Not deficient---13000
October 201195.9Not deficient---13000
November 200997.0Not deficient---13000
July 200795.9Not deficient---13000
November 200297.0Not deficient---8648
February 200096.9Not deficient---8648
March 199797.2Not deficient---7706
January 199597.5Not deficient---6598