LINDELL-UNION over FOREST PARK PKWY

Map 

Facts 

Name:	LINDELL-UNION over FOREST PARK PKWY
Structure number:	13487
Old structure number:	U387540005 115 (from 1992 edition)
Location:	S 18 T 45 N R 7 E
Purpose:	Carries highway over highway
Route classification:	Minor Arterial (Urban) [16]
Length of largest span:	85.0 ft. [25.9 m]
Total length:	86.3 ft. [26.3 m]
Roadway width between curbs:	123.0 ft. [37.5 m]
Deck width edge-to-edge:	338.9 ft. [103.3 m]
Vertical clearance below bridge:	13.1 ft. [4.0 m]
Skew angle:	46°
Owner:	City or Municipal Highway Agency [04]
Year built:	1961
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	M 18 / H 20 [4]
Main span material:	Concrete continuous [2]
Main span design:	Slab [01]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	33,500 [as of 2009]
Truck traffic:	5% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Fair [5 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	37.6 tons [34.2 metric tons]
Inventory rating:	25.7 tons [23.4 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	51.1
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$1,323,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	33,000 [as of 1998]
Truck traffic:	5% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	37.6 tons [34.2 metric tons]
Inventory rating:	25.7 tons [23.4 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	59.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$1,260,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	43,000 [as of 1989]
Truck traffic:	5% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	37.6 tons [34.2 metric tons]
Inventory rating:	25.7 tons [23.4 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	59.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$677,000

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