Share:

34TH STREET NORTH over EAST FORK CHISHOLM CR.

Map 

Coordinates:
+37.74741, -97.26091
37°44'51" N, 97°15'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:34TH STREET NORTH over EAST FORK CHISHOLM CR.
Structure number:53040087000CC10
Location:34TH ST. N. AT WOODLAWN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:47.9 ft. [14.6 m]
Total length:123.0 ft. [37.5 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:56.4 ft. [17.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1990
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 continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:650 [as of 2006]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:96.8 tons [88.0 metric tons]
Inventory rating:57.9 tons [52.6 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201599.9FairSatisfactorySatisfactoryVery Good-650
December 201397.9GoodGoodGoodVery Good-650
October 201197.9GoodGoodGoodVery Good-650
November 200997.9GoodGoodVery GoodVery Good-650
July 200797.9GoodVery GoodVery GoodVery Good-650
November 200299.9GoodGoodVery GoodVery Good-630
February 200099.9GoodGoodVery GoodVery Good-630
March 199797.9GoodVery GoodVery GoodVery Good-600
January 1995100.0GoodVery GoodVery GoodVery Good-600
April 199380.4GoodVery GoodVery GoodVery Good-6485