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BRIGGS RD over CHAPEL RUN

Map 

Coordinates:
+39.10500, -78.01667
39°06'18" N, 78°01'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BRIGGS RD over CHAPEL RUN
Structure number:000000000005426
Location:0.65 TO 619 - 0.00 TO 255
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:23.0 ft. [7.0 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:598 [as of 2014]
Deck condition:Satisfactory [6 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:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:42.9 tons [39.0 metric tons]
Inventory rating:30.9 tons [28.1 metric tons]
Sufficiency rating:79.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$73,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201679.7FairSatisfactorySatisfactoryGood-598
September 201579.7GoodGoodGoodGood-598
September 201479.7GoodGoodGoodGood-654
September 201379.5GoodGoodGoodGood-654
September 201279.5GoodGoodGoodGood-654
September 201179.5GoodGoodGoodGood-654
September 201079.5FairSatisfactorySatisfactoryGood-654
September 200978.5FairFairSatisfactoryGood-654
December 200878.5FairFairSatisfactoryGood-654
September 199478.4FairFairGoodVery Good-396
September 199279.4FairSatisfactoryGoodVery Good-396
September 199079.4FairSatisfactoryGoodVery Good-396