HENRY AVENUE over SEPTA;CSX AND CREEK

Map 

Facts 

Name:	HENRY AVENUE over SEPTA;CSX AND CREEK
Structure number:	674001002005880
Location:	N.HUNTING PARK AVE.28D02
Purpose:	Carries highway and pedestrian walkway over railroad and waterway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	92.9 ft. [28.3 m]
Total length:	562.0 ft. [171.3 m]
Roadway width between curbs:	76.1 ft. [23.2 m]
Deck width edge-to-edge:	96.5 ft. [29.4 m]
Vertical clearance below bridge:	19.7 ft. [6.0 m]
Skew angle:	99°
Owner:	State Highway Agency [01]
Year built:	1930
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:	5
Main spans material:	Concrete continuous [2]
Main spans design:	Girder and floorbeam system [03]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	6,561 [as of 2010]
Truck traffic:	7% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Serious [3 out of 9]
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	80.9 tons [73.5 metric tons]
Inventory rating:	49.0 tons [44.5 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	48.8
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$4,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	16,069 [as of 2000]
Truck traffic:	7% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Serious [3 out of 9]
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	47.5 tons [43.2 metric tons]
Inventory rating:	28.7 tons [26.1 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	44.3
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$4,222,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	22,086 [as of 1992]
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Poor [4 out of 9]
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:	89.1 tons [81.0 metric tons]
Inventory rating:	53.5 tons [48.6 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	59.7
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$7,334,000

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