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MacClays Mill Bridge

Cumberland County, Pennsylvania, and Franklin County, Pennsylvania

Photos 

Facing north, east side

Photo taken by Jodi Christman

Enlarge

BH Photo #176412

Map 

Description 

FROM THE 1996-2001 PENNSYLVANIA HISTORIC BRIDGE SURVEY: The 38'-long T beam bridge built in ca. 1950 has W-beam guiderails and concrete curbs. It is supported on stone abutments with wingwalls surmounted by stone parapets. The bridge is an undistinguished example of the T beam bridge type in use in the state since the 1910s.

Facts 

Overview
Stringer bridge over Middle Spring Creek on Sr 4001; Twp. Road
Location
Cumberland County, Pennsylvania, and Franklin County, Pennsylvania
Status
Open to traffic
History
Built 1925
Design
Tee beam, reinforced concrete
Dimensions
Length of largest span: 36.1 ft.
Total length: 40.0 ft.
Deck width: 18.4 ft.
Also called
Middle Spring Creek Bridge
Approximate latitude, longitude
+40.08333, -77.54306   (decimal degrees)
40°04'60" N, 77°32'35" W   (degrees°minutes'seconds")
Approximate UTM coordinates
18/283177/4440105 (zone/easting/northing)
Quadrangle map:
Shippensburg
Average daily traffic (as of 2015)
860
Inventory numbers
PA 21 4001 0020 0000 (Pennsylvania Bridge Management System number)
PANBI 13948 (Pennsylvania BRKEY bridge number on the 2011 NBI)
BH 46072 (Bridgehunter.com ID)
Inspection report (as of December 2015)
Overall condition: Poor
Superstructure condition rating: Poor (4 out of 9)
Substructure condition rating: Poor (4 out of 9)
Deck condition rating: Fair (5 out of 9)
Sufficiency rating: 48.7 (out of 100)
View more at BridgeReports.com

Categories 

Beam (16,892)
Built 1925 (1,309)
Built during 1920s (10,259)
Concrete tee beam (3,352)
Cumberland County, Pennsylvania (111)
Franklin County, Pennsylvania (127)
 Open (40,969)
Owned by state (16,565)
Pennsylvania (5,818)
Span length 25-50 feet (16,226)
Structurally deficient (12,877)
Total length 25-50 feet (11,508)

Update Log 

  • December 26, 2011: Updated by Jodi Christman: Added description
  • September 6, 2010: Added by Jodi Christman

Sources 

Comments 

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