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29TH STREET NORTH over CHISHOLM CREEK

Map 

Coordinates:
+37.73747, -97.34218
37°44'15" N, 97°20'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:29TH STREET NORTH over CHISHOLM CREEK
Structure number:530400870WDCW50
Location:29TH ST NO AT WACO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:27.9 ft. [8.5 m]
Total length:83.0 ft. [25.3 m]
Roadway width between curbs:49.2 ft. [15.0 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1966
Year reconstructed:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Tee beam [04]
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:7,500 [as of 2006]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:55.9 tons [50.8 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:65.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201565.9Functionally obsoleteSatisfactoryGoodFair7500
October 201377.1Functionally obsoleteSatisfactoryGoodSatisfactory7500
December 201178.1Functionally obsoleteSatisfactoryVery GoodSatisfactory7500
November 200978.1Functionally obsoleteSatisfactoryVery GoodSatisfactory7500
July 200778.1Functionally obsoleteGoodVery GoodGood7500
December 200280.0Functionally obsoleteVery GoodVery GoodGood2070
February 200069.0Functionally obsoleteVery GoodVery GoodFair2070
February 199764.7Functionally obsoleteVery GoodVery GoodFair8130
January 199564.9Functionally obsoleteVery GoodVery GoodFair7200
May 199377.9Functionally obsoleteVery GoodVery GoodSatisfactory8060
May 199177.9Functionally obsoleteVery GoodVery GoodVery Good8060