CECIL B.MOORE AVE. over AMTRAK

Map 

Facts 

Name:	CECIL B.MOORE AVE. over AMTRAK
Structure number:	672010001200000
Location:	NEAR 31ST ST. 28C07
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Collector (Urban) [17]
Length of largest span:	73.2 ft. [22.3 m]
Total length:	137.1 ft. [41.8 m]
Roadway width between curbs:	36.4 ft. [11.1 m]
Deck width edge-to-edge:	55.1 ft. [16.8 m]
Vertical clearance below bridge:	16.4 ft. [5.0 m]
Skew angle:	40°
Owner:	State Highway Agency [01]
Year built:	1909
Historic significance:	Bridge is eligible for the National Register of Historic Places [2]
Design load:	M 13.5 / H 15 [2]
Number of main spans:	3
Main spans material:	Concrete continuous [2]
Main spans design:	Girder and floorbeam system [03]
Deck type:	Not applicable [N]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	3,099 [as of 2010]
Truck traffic:	5% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Fair [5 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	29.9 tons [27.2 metric tons]
Inventory rating:	17.9 tons [16.3 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	57.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$3,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	4,881 [as of 2000]
Truck traffic:	5% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Fair [5 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	32.7 tons [29.7 metric tons]
Inventory rating:	8.9 tons [8.1 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	22.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$2,429,000

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