RAMP A N.B. ON over GIRARD AVENUE

Map

Coordinates:
+39.97313, -75.12180
39°58'23" N, 75°07'18" W

Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.

Name:	RAMP A N.B. ON over GIRARD AVENUE
Structure number:	678011075007630
Location:	GIRARD AVE.INTERC. 29B08
Purpose:	Carries highway over highway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	69.9 ft. `[21.3 m]`
Total length:	693.9 ft. `[211.5 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	31.5 ft. `[9.6 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	99°
Owner:	State Highway Agency `[01]`
Year built:	1971
Year reconstructed:	1984
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Status:	Open, no restriction `[A]`
Average daily traffic:	19 `[as of 2010]`
Truck traffic:	7% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	51.9 tons `[47.2 metric tons]`
Inventory rating:	30.9 tons `[28.1 metric tons]`
Evaluation:	Structurally deficient `[1]`
Sufficiency rating:	68.1
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Status:	Open, no restriction `[A]`
Average daily traffic:	19 `[as of 2000]`
Truck traffic:	7% of total traffic
Deck condition:	Satisfactory `[6 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:	60.4 tons `[54.9 metric tons]`
Inventory rating:	35.6 tons `[32.4 metric tons]`
Evaluation:	Functionally obsolete `[2]`
Sufficiency rating:	81.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$179,000