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CREAMERY ROAD over TOHICKON CREEK

Map 

Coordinates:
+40.46295, -75.17365
40°27'47" N, 75°10'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CREAMERY ROAD over TOHICKON CREEK
Structure number:000000000007137
Old structure number:091014007000000 (from 1992 edition)
Location:1MI.W.TR611-OTTSV. 10E10
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:24.0 ft. [7.3 m]
Total length:199.2 ft. [60.7 m]
Roadway width between curbs:15.1 ft. [4.6 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:1972
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:8
Main spans material:Concrete continuous [2]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:725 [as of 2016]
Truck traffic:9% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:93.8 tons [85.3 metric tons]
Inventory rating:55.9 tons [50.8 metric tons]
Sufficiency rating:48.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,426,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201648.8PoorPoorPoorFairSD725
August 201447.9PoorFairPoorFairSD727
September 201248.4PoorFairPoorFairSD405
October 201049.4PoorPoorPoorPoorSD402
December 200849.4PoorPoorPoorPoorSD397
November 200648.3PoorPoorPoorPoorSD1055
December 200448.4PoorPoorPoorPoorSD1007
December 200248.5PoorPoorPoorPoorSD971
December 200048.5PoorPoorPoorPoorSD961
December 199748.5PoorPoorPoorPoorSD945
December 199564.9FairFairFairFairFO116