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GODDARD AVENUE over RAILROAD YARDS

Map 

Coordinates:
+39.07793, -94.67873
39°04'41" N, 94°40'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GODDARD AVENUE over RAILROAD YARDS
Structure number:514301050000245
Location:GODDARD OVER RR YARD
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Local (Urban) [19]
Length of largest span:100.1 ft. [30.5 m]
Total length:1296.0 ft. [395.0 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:40.7 ft. [12.4 m]
Vertical clearance below bridge:25.9 ft. [7.9 m]
Skew angle:18°
Owner:County Highway Agency [02]
Year built:1992
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:14
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:1,381 [as of 1992]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:96.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201596.7Not deficientGoodVery GoodGood1381
May 201396.7Not deficientGoodVery GoodGood1381
March 201196.7Not deficientVery GoodVery GoodGood1381
March 200991.6Not deficientSatisfactoryVery GoodVery Good1381
April 200792.7Not deficientSatisfactoryVery GoodVery Good1381
March 200592.7Not deficientSatisfactoryVery GoodVery Good1381
August 200192.7Not deficientGoodVery GoodVery Good1381
November 199992.6Not deficientGoodVery GoodVery Good1381
August 199792.6Not deficientGoodVery GoodVery Good1381
November 199592.7Not deficientVery GoodVery GoodVery Good1381
November 199392.7Not deficientVery GoodVery GoodVery Good1381
November 19912.0Structurally deficientPoorPoorPoor2699