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CROPLEY AVENUE over ROUTE 680

Map 

Coordinates:
+37.40500, -121.87667
37°24'18" N, 121°52'36" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:CROPLEY AVENUE over ROUTE 680
Structure number:37 0298
Location:04-SCL-680-M5.54-SJS
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:105.0 ft. [32.0 m]
Total length:212.0 ft. [64.6 m]
Roadway width between curbs:66.3 ft. [20.2 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1974
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:2
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:38,000 [as of 1998]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:102.0 tons [92.7 metric tons]
Inventory rating:61.3 tons [55.7 metric tons]
Sufficiency rating:95.0

2000 Inspection 

Status:Open, no restriction [A]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Scour condition:Bridge not over waterway. [N]
Inventory rating:60.8 tons [55.3 metric tons]
Sufficiency rating:96.0

1992 Inspection 

Status:Open, no restriction [A]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Scour condition:Bridge not over waterway. [N]
Inventory rating:60.4 tons [54.9 metric tons]
Sufficiency rating:96.0