MAC ARTHUR BLVD over HILLSIDE

Map 

Facts 

Name:	MAC ARTHUR BLVD over HILLSIDE
Structure number:	33C0157
Location:	N/O LAKE PARK BLVD
Route classification:	Minor Arterial (Urban) [16]
Length of largest span:	14.1 ft. [4.3 m]
Total length:	250.0 ft. [76.2 m]
Roadway width between curbs:	54.1 ft. [16.5 m]
Deck width edge-to-edge:	23.0 ft. [7.0 m]
Skew angle:	99°
Owner:	City or Municipal Highway Agency [04]
Year built:	1928
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:	18
Main spans material:	Concrete continuous [2]
Main spans design:	Slab [01]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	5,425 [as of 1979]
Truck traffic:	2% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Fair [5 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	28.5 tons [25.9 metric tons]
Inventory rating:	17.8 tons [16.2 metric tons]
Sufficiency rating:	48.5

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	5,425 [as of 1998]
Truck traffic:	2% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Fair [5 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	44.9 tons [40.8 metric tons]
Inventory rating:	27.0 tons [24.5 metric tons]
Sufficiency rating:	60.9

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	5,425 [as of 1979]
Truck traffic:	2% 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:	18.6 tons [16.9 metric tons]
Inventory rating:	12.4 tons [11.3 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	43.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$4,371,000

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