Share:

48TH AVE over RR YARD/ACCESS ROAD

Map 

Coordinates:
+39.78420, -104.99107
39°47'03" N, 104°59'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:48TH AVE over RR YARD/ACCESS ROAD
Structure number:D-03-V-010
Location:48TH BTWN FOX+KALAMATH
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Collector (Urban) [17]
Length of largest span:107.9 ft. [32.9 m]
Total length:1143.1 ft. [348.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
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:11
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:Bituminous [6]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:9,882 [as of 2013]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.6 tons [54.2 metric tons]
Inventory rating:21.1 tons [19.2 metric tons]
Sufficiency rating:58.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$6,166,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201458.0Not deficientSatisfactoryGoodSatisfactory9882
October 201258.0Not deficientSatisfactoryGoodSatisfactory9882
October 201058.1Not deficientSatisfactoryGoodSatisfactory9094
January 200958.1Not deficientGoodGoodSatisfactory9094
September 200657.6Not deficientGoodGoodSatisfactory11190
August 200457.6Not deficientGoodGoodGood11190
November 200257.3Not deficientGoodGoodGood11190
September 200056.8Not deficientGoodGoodGood12333
December 199956.8Not deficientGoodGoodGood12333
December 199856.8Not deficientGoodGoodGood12333
June 199655.0Functionally obsoleteGoodGoodSatisfactory11162
December 199454.8Functionally obsoleteGoodGoodSatisfactory11162
December 199254.8Functionally obsoleteGoodGoodSatisfactory11162
September 199055.8Functionally obsoleteSatisfactoryGoodSatisfactory7267