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GREENFIELD RD over I 376 (PARKWAY EAST)

Map 

Coordinates:
+40.42851, -79.93789
40°25'43" N, 79°56'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GREENFIELD RD over I 376 (PARKWAY EAST)
Structure number:000000000002415
Old structure number:027301000030390 (from 1992 edition)
Location:301039 GREENFIELD AV/PKWY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:274.0 ft. [83.5 m]
Total length:465.9 ft. [142.0 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:48.6 ft. [14.8 m]
Vertical clearance below bridge:52.2 ft. [15.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1921
Year reconstructed:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:7,782 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 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]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:71.8 tons [65.3 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:48.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201548.4Structurally deficientFairPoorPoor7782
May 201349.5Structurally deficientSatisfactoryPoorPoor7782
May 201147.6Structurally deficientSatisfactoryPoorFair7782
May 200947.6Structurally deficientSatisfactoryPoorFair7782
August 200747.6Structurally deficientSatisfactoryPoorFair7782
November 200547.6Structurally deficientSatisfactoryPoorFair7782
December 200347.6Structurally deficientSatisfactoryPoorFair7782
November 200147.6Structurally deficientSatisfactoryPoorFair7782
November 199948.6Structurally deficientSatisfactoryPoorFair7782
December 199748.6Structurally deficientGoodPoorFair7782
December 199548.4Structurally deficientGoodPoorFair7782
February 199449.5Structurally deficientGoodPoorFair7782
February 199249.5Structurally deficientGoodPoorFair7750
March 199062.3Functionally obsoleteGoodFairSatisfactory6800