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TR BRIDGE(RPS A&am over RAMPS K & A-A

Map 

Coordinates:
+38.89295, -77.05342
38°53'35" N, 77°03'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TR BRIDGE(RPS A&am over RAMPS K & A-A
Structure number:1202
Location:T ROOSEVELT BRIDGE RMPS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:62.0 ft. [18.9 m]
Total length:248.0 ft. [75.6 m]
Roadway width between curbs:49.5 ft. [15.1 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1964
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:2
Main spans material:Concrete continuous [2]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:24,500 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:92.8 tons [84.4 metric tons]
Inventory rating:55.9 tons [50.8 metric tons]
Sufficiency rating:91.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,750,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201491.7Not deficientSatisfactorySatisfactorySatisfactory24500
July 201288.6Not deficientFairGoodSatisfactory24500
August 201086.5Structurally deficientPoorSatisfactorySatisfactory24500
August 200889.6Not deficientSatisfactorySatisfactoryGood24500
August 200689.6Not deficientGoodGoodGood24500
September 200489.6Not deficientGoodGoodGood24500
October 200289.6Not deficientGoodGoodGood24500
August 200089.6Not deficientSatisfactoryGoodGood24500
January 199889.6Not deficientGoodGoodGood24500
October 199589.6Not deficientGoodGoodGood24500
August 199380.9Not deficientGoodGoodFair24500
February 199180.9Not deficientGoodGoodFair24500