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SOUTHEAST FWY over 8TH STREET

Map 

Coordinates:
+38.87851, -76.99497
38°52'43" N, 76°59'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SOUTHEAST FWY over 8TH STREET
Structure number:1401
Location:SE FRWY OVER 8TH ST
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:80.7 ft. [24.6 m]
Total length:368.1 ft. [112.2 m]
Roadway width between curbs:162.1 ft. [49.4 m]
Deck width edge-to-edge:167.3 ft. [51.0 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1970
Year reconstructed:2002
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:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:114,500 [as of 2007]
Truck traffic:5% 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:Equal to present minimum criteria [6]
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:85.8 tons [78.0 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Sufficiency rating:87.3
Estimated cost of work:$1,500,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201587.3Not deficientSatisfactorySatisfactorySatisfactory114500
February 201386.1Not deficientGoodGoodSatisfactory114500
February 201173.5Not deficientSatisfactoryFairSatisfactory114500
October 200886.1Not deficientGoodGoodGood114500
October 200687.2Not deficientGoodGoodGood103000
September 200487.2Not deficientVery GoodVery GoodVery Good103000
August 200287.2Not deficientExcellentVery GoodVery Good103000
March 199872.8Not deficientSatisfactoryFairSatisfactory103000
January 199674.0Not deficientSatisfactoryFairSatisfactory103000
May 199386.2Not deficientSatisfactorySatisfactorySatisfactory103000
January 199186.2Not deficientSatisfactorySatisfactorySatisfactory103000