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POPLAR GROVE ST over CSX

Map 

Coordinates:
+39.30295, -76.66539
39°18'11" N, 76°39'55" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:POPLAR GROVE ST over CSX
Structure number:200000BC2411010
Location:0.4 MI S OF NORTH AVE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:89.9 ft. [27.4 m]
Total length:95.1 ft. [29.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance below bridge:20.3 ft. [6.2 m]
Skew angle:16°
Owner:City or Municipal Highway Agency [04]
Year built:1910
Year reconstructed:1991
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:1,115 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:81.2 tons [73.8 metric tons]
Inventory rating:41.6 tons [37.8 metric tons]
Sufficiency rating:84.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$32,000

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:999 [as of 1994]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$6,000

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:999
Deck condition:Serious [3 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:45.5 tons [41.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:55.0