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RTE 907P over RTE 907P, RTE 907P, ACCE

Map 

Coordinates:
+40.79994, -73.92989
40°47'60" N, 73°55'48" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:RTE 907P over RTE 907P, RTE 907P, ACCE
Structure number:00000000224005A
Location:OVER HARLEM RVR IN HARLEM
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:267.7 ft. [81.6 m]
Total length:913.8 ft. [278.5 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Vertical clearance above deck:13.8 ft. [4.2 m]
Vertical clearance below bridge:13.8 ft. [4.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1953
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:19
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:61,022 [as of 2001]
Truck traffic:9% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:80.5 tons [73.2 metric tons]
Inventory rating:32.2 tons [29.3 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:50.7
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$14,495,000

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:20,000 [as of 1999]
Truck traffic:10% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:78.8 tons [71.6 metric tons]
Inventory rating:20.9 tons [19.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:49.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$14,712,000

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:20,000 [as of 1991]
Truck traffic:10% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Poor [4 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:5.9 tons [5.4 metric tons]
Evaluation:Structurally deficient [1]
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,327,000