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RAMP E TO GW PKWY over LITTLE RIVER

Map 

Coordinates:
+38.88063, -77.05717
38°52'50" N, 77°03'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP E TO GW PKWY over LITTLE RIVER
Structure number:1200(RAMP E)
Location:T ROOSEVELT BR TP GW PKWY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:152.9 ft. [46.6 m]
Total length:428.2 ft. [130.5 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
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:3
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:17,500 [as of 1992]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:66.9 tons [60.8 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:90.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$5,500,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201490.5Not deficientFairSatisfactoryGood17500
November 201390.5Not deficientFairSatisfactoryGood17500
May 201288.4Structurally deficientPoorSatisfactoryGood17500
July 201077.0Structurally deficientPoorFairGood17500
February 200879.1Not deficientFairFair-17500
February 200692.5Not deficientSatisfactorySatisfactoryGood17500
March 200491.5Not deficientSatisfactorySatisfactoryGood17500
June 199991.5Not deficientSatisfactorySatisfactoryGood17500
February 199791.5Not deficientSatisfactorySatisfactoryGood17500
August 199390.3Not deficientFairGoodGood17500
March 199190.3Not deficientFairGoodGood17500