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VASSAR STREET over THIRD STREET DRAIN

Map 

Coordinates:
+37.69202, -97.29551
37°41'31" N, 97°17'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:VASSAR STREET over THIRD STREET DRAIN
Structure number:530400870WDC310
Location:VASSAR AT EDGEMONT
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.2 ft. [9.2 m]
Total length:91.2 ft. [27.8 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1977
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 

Status:Open, no restriction [A]
Average daily traffic:3,800 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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: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]
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:64.9 tons [59.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:80.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201580.5Functionally obsoleteVery GoodVery GoodVery Good3800
October 201378.5Functionally obsoleteGoodVery GoodVery Good3800
September 201178.5Functionally obsoleteGoodVery GoodVery Good3800
November 200992.6Not deficientGoodVery GoodVery Good3800
June 200792.6Not deficientGoodVery GoodVery Good3800
December 200292.6Not deficientGoodVery GoodVery Good3680
February 200092.6Not deficientVery GoodVery GoodVery Good3680
March 199778.6Functionally obsoleteVery GoodVery GoodVery Good3507
January 199578.6Functionally obsoleteVery GoodVery GoodVery Good4257
May 199385.6Functionally obsoleteVery GoodVery GoodVery Good341
May 199185.6Functionally obsoleteVery GoodVery GoodVery Good341