HAYES DR over JACKSON PK LAGOON

Map 

Facts 

Name:	HAYES DR over JACKSON PK LAGOON
Structure number:	000016619627259
Location:	6300 S & 1900 E
Purpose:	Carries highway over waterway
Route classification:	Collector (Urban) [17]
Length of largest span:	69.9 ft. [21.3 m]
Total length:	180.1 ft. [54.9 m]
Roadway width between curbs:	49.9 ft. [15.2 m]
Deck width edge-to-edge:	78.7 ft. [24.0 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1902
Historic significance:	Bridge is eligible for the National Register of Historic Places [2]
Design load:	M 18 / H 20 [4]
Main span material:	Concrete [1]
Main span design:	Arch - Deck [11]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	13,600 [as of 2006]
Truck traffic:	8% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Satisfactory [6 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 condition. [5]
Operating rating:	33.7 tons [30.6 metric tons]
Inventory rating:	24.8 tons [22.5 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	58.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$2,247,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	2,509 [as of 1998]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Satisfactory [6 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 condition. [5]
Operating rating:	33.7 tons [30.6 metric tons]
Inventory rating:	24.8 tons [22.5 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	72.1
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$2,247,000

1992 Inspection 

Status:	Open, no restriction [A]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	29.7 tons [27.0 metric tons]
Inventory rating:	29.7 tons [27.0 metric tons]
Sufficiency rating:	98.0

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