MORRELL AVENUE over BYBERRY CREEK

Map 

Facts 

Name:	MORRELL AVENUE over BYBERRY CREEK
Structure number:	677301024003340
Location:	W.FRANKFORD AVE, 20B03
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) [19]
Length of largest span:	13.1 ft. [4.0 m]
Total length:	42.0 ft. [12.8 m]
Roadway width between curbs:	65.0 ft. [19.8 m]
Skew angle:	18°
Owner:	City or Municipal Highway Agency [04]
Year built:	1958
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:	3
Main spans material:	Concrete [1]
Main spans design:	Culvert [19]
Deck type:	Not applicable [N]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	7,800 [as of 1982]
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:	Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:	Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:	29.9 tons [27.2 metric tons]
Inventory rating:	19.9 tons [18.1 metric tons]
Sufficiency rating:	64.6

2000 Inspection 

Status:	Open, posting recommended but not legally implemented [B]
Average daily traffic:	7,800 [as of 1982]
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Culvert condition:	Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	29.7 tons [27.0 metric tons]
Inventory rating:	19.8 tons [18.0 metric tons]
Sufficiency rating:	64.4
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$353,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	7,800 [as of 1982]
Channel protection:	Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Culvert condition:	Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Operating rating:	37.2 tons [33.8 metric tons]
Inventory rating:	24.8 tons [22.5 metric tons]
Sufficiency rating:	65.3
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$297,000

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