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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 2014 

Status:Open, no restriction [A]
Average daily traffic:727 [as of 2014]
Truck traffic:9% of total traffic
Deck condition:Fair [5 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:93.7 tons [85.2 metric tons]
Inventory rating:55.9 tons [50.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:47.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201447.9Structurally deficientFairPoorFair727
September 201248.4Structurally deficientFairPoorFair405
October 201049.4Structurally deficientPoorPoorPoor402
December 200849.4Structurally deficientPoorPoorPoor397
November 200648.3Structurally deficientPoorPoorPoor1055
December 200448.4Structurally deficientPoorPoorPoor1007
December 200248.5Structurally deficientPoorPoorPoor971
December 200048.5Structurally deficientPoorPoorPoor961
December 199748.5Structurally deficientPoorPoorPoor945
December 199564.9Functionally obsoleteFairFairFair116