Share:

SENSENY RD over OPEQUON CREEK

Map

Coordinates:
+39.15627, -78.08424
39°09'23" N, 78°05'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SENSENY RD over OPEQUON CREEK
Structure number:000000000005446
Location:0.00 FRED.-0.00 CLARKE CO
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:48.9 ft. [14.9 m]
Total length:192.9 ft. [58.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Skew angle:33°
Owner:State Highway Agency [01]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,931 [as of 2014]
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: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 minimum criteria [6]
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:57.9 tons [52.6 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:64.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$17,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201664.4FairFairFairSatisfactory-1931
March 201462.0FairFairFairSatisfactoryFO2319
March 201261.8FairFairFairSatisfactoryFO2319
March 201061.8FairFairFairGoodFO2319
March 200861.9FairFairFairGoodFO2189
February 200677.8FairSatisfactoryGoodGood-1906
January 200477.8FairSatisfactoryGoodGood-1617
February 200277.8FairSatisfactoryGoodGood-1529
February 200077.8GoodGoodGoodGood-1337
January 199877.8GoodGoodGoodGood-1205
February 199677.8GoodGoodGoodGood-1205
February 199477.8GoodGoodGoodGood-1146
January 199277.8GoodVery GoodVery GoodVery Good-975
January 199077.8GoodVery GoodVery GoodVery Good-975