LINCOLN STREET over ARKANSAS RIVER

Map 

Facts 

Name:	LINCOLN STREET over ARKANSAS RIVER
Structure number:	53040087000AR50
Location:	LINCOLN AT MCLEAN BLVD.
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	42.0 ft. [12.8 m]
Total length:	317.9 ft. [96.9 m]
Roadway width between curbs:	54.1 ft. [16.5 m]
Deck width edge-to-edge:	84.6 ft. [25.8 m]
Skew angle:	8°
Owner:	City or Municipal Highway Agency [04]
Year built:	1970
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Number of main spans:	10
Main spans material:	Concrete continuous [2]
Main spans design:	Slab [01]
Deck type:	Concrete Cast-in-Place [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	10,200 [as of 2006]
Truck traffic:	2% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Poor [4 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:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	73.8 tons [67.1 metric tons]
Inventory rating:	43.9 tons [39.9 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	49.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$1,000,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	13,786 [as of 1995]
Truck traffic:	2% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Fair [5 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:	72.8 tons [66.2 metric tons]
Inventory rating:	43.9 tons [39.9 metric tons]
Sufficiency rating:	81.6

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	12,072 [as of 1988]
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Fair [5 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]
Sufficiency rating:	78.7
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$1,773,000

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