Share:

TYLER ROAD over COWSKIN CREEK

Map 

Coordinates:
+37.64169, -97.44567
37°38'30" N, 97°26'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TYLER ROAD over COWSKIN CREEK
Structure number:430400876075010
Location:TYLER ROAD AT YOSEMITE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:60.0 ft. [18.3 m]
Total length:273.0 ft. [83.2 m]
Roadway width between curbs:52.5 ft. [16.0 m]
Deck width edge-to-edge:63.7 ft. [19.4 m]
Skew angle:18°
Owner:City or Municipal Highway Agency [04]
Year built:1978
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:5
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: December 2015 

Status:Open, no restriction [A]
Average daily traffic:7,100 [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:Superior to present desirable criteria [9]
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]
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:96.8 tons [88.0 metric tons]
Inventory rating:57.9 tons [52.6 metric tons]
Sufficiency rating:97.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201597.3Not deficientGoodGoodVery Good7100
October 201397.3Not deficientGoodGoodVery Good7100
September 201197.3Not deficientGoodGoodVery Good7100
November 200997.3Not deficientGoodGoodVery Good7100
July 200798.3Not deficientGoodGoodVery Good7100
December 200298.3Not deficientGoodGoodVery Good7099
February 200098.3Not deficientGoodVery GoodVery Good7099
March 199798.6Not deficientVery GoodVery GoodVery Good6106
January 199598.8Not deficientVery GoodVery GoodVery Good5138
April 199398.5Not deficientVery GoodVery GoodVery Good5138
May 199184.9Not deficientVery GoodVery GoodVery Good5138