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21ST ST. NORTH over EAST FRK CHISHOLM CREEK

Map 

Coordinates:
+37.72150, -97.31843
37°43'17" N, 97°19'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:21ST ST. NORTH over EAST FRK CHISHOLM CREEK
Structure number:430400876500050
Location:21ST ST N AT NEW YORK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:45.9 ft. [14.0 m]
Total length:117.5 ft. [35.8 m]
Roadway width between curbs:76.8 ft. [23.4 m]
Deck width edge-to-edge:97.4 ft. [29.7 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1971
Year reconstructed:2001
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:Latex Concrete or similar additive [3]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:14,800 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry 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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:84.8 tons [77.1 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Sufficiency rating:97.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201597.6Not deficientGoodGoodVery Good14800
October 201398.6Not deficientGoodGoodVery Good14800
December 201198.6Not deficientGoodGoodVery Good14800
November 200998.6Not deficientGoodGoodVery Good14800
August 200798.6Not deficientVery GoodVery GoodVery Good14800
December 200255.6Functionally obsoleteVery GoodVery GoodVery Good18249
February 200023.8Structurally deficientFairPoorPoor18249
February 199733.1Structurally deficientSatisfactoryPoorPoor6900
January 199531.6Not deficientSatisfactoryPoorPoor7500
May 199369.7Structurally deficientGoodPoorSatisfactory11684
May 199193.1Not deficientGoodVery GoodVery Good11684