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14TH STREET, S.W. over OUTLET CHANNEL, S.W.

Map 

Coordinates:
+38.88275, -77.03264
38°52'58" N, 77°01'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:14TH STREET, S.W. over OUTLET CHANNEL, S.W.
Structure number:0171-2
Location:14TH ST OVER OUTLET CH SW
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:56.1 ft. [17.1 m]
Total length:460.0 ft. [140.2 m]
Roadway width between curbs:82.4 ft. [25.1 m]
Deck width edge-to-edge:86.9 ft. [26.5 m]
Owner:State Highway Agency [01]
Year built:1942
Year reconstructed:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016 

Status:Open, no restriction [A]
Average daily traffic:55,700 [as of 2007]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:51.9 tons [47.2 metric tons]
Inventory rating:30.9 tons [28.1 metric tons]
Sufficiency rating:77.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,250,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201677.7Not deficientFairFairSatisfactory55700
March 201477.7Not deficientFairFairSatisfactory55700
March 201271.0Structurally deficientFairGoodPoor55700
March 201071.0Structurally deficientFairFairPoor55700
January 200898.0Not deficientFairSatisfactoryGood100000
July 200588.0Not deficientSatisfactoryFairSatisfactory100000
September 200399.0Not deficientSatisfactoryGoodGood100000
October 200299.0Not deficientSatisfactoryGoodGood100000
December 200199.0Not deficientSatisfactoryGoodGood100000
May 199897.0Not deficientGoodGoodGood100000
June 199697.0Not deficientSatisfactoryGoodGood100000
March 199697.0Not deficientSatisfactoryGoodGood100000
May 199397.0Not deficientGoodGoodGood100000