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KNIGHTS ROAD over POQUESSING CREEK

Map

Coordinates:
+40.09689, -74.95873
40°05'49" N, 74°57'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:KNIGHTS ROAD over POQUESSING CREEK
Structure number:000000000038790
Old structure number:671015005027880 (from 1992 edition)
Location:BUCKS COUNTY LINE 3373G05
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:50.9 ft. [15.5 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:84.6 ft. [25.8 m]
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,139 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:86.8 tons [78.9 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Sufficiency rating:78.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201678.7FairSatisfactoryFairSatisfactory-19139
February 201478.9FairSatisfactoryFairSatisfactory-18535
February 201282.2FairSatisfactoryFairSatisfactory-8717
March 201082.1FairSatisfactoryFairSatisfactory-8740
March 200881.7FairSatisfactoryFairSatisfactory-10196
March 200691.6FairSatisfactorySatisfactorySatisfactory-18845
February 200491.2FairSatisfactorySatisfactorySatisfactory-20258
February 200290.4FairSatisfactorySatisfactorySatisfactory-19530
August 199992.8FairGoodSatisfactoryGood-18426
September 199793.4FairSatisfactorySatisfactoryGood-19780
October 199593.3FairGoodSatisfactoryGood-22354
February 199480.5FairGoodFairSatisfactory-21830
March 199293.6FairGoodSatisfactoryGood-21444
March 199093.7GoodGoodGoodGood-20983