HARRY STREET over ARKANSAS RIVER

Map 

Facts 

Name:	HARRY STREET over ARKANSAS RIVER
Structure number:	53040087000AR40
Location:	HARRY STREET AT MCLEAN
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) [16]
Length of largest span:	64.0 ft. [19.5 m]
Total length:	400.0 ft. [121.9 m]
Roadway width between curbs:	49.2 ft. [15.0 m]
Deck width edge-to-edge:	62.0 ft. [18.9 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1955
Year reconstructed:	1975
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	M 18 / H 20 [4]
Number of main spans:	7
Main spans material:	Steel continuous [4]
Main spans design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	11,800 [as of 2006]
Truck traffic:	4% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Good [7 out of 9]
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Inventory rating:	66.9 tons [60.8 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	76.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$216,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	13,024 [as of 1995]
Truck traffic:	4% of total traffic
Deck condition:	Very Good [8 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:	80.9 tons [73.5 metric tons]
Inventory rating:	55.9 tons [50.8 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	76.6
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$1,529,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	12,532 [as of 1988]
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Very Good [8 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:	33.4 tons [30.4 metric tons]
Inventory rating:	24.8 tons [22.5 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	74.5
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$1,529,000

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