DOUGLAS AVENUE over ARKANSAS RIVER

Map 

Facts 

Name:	DOUGLAS AVENUE over ARKANSAS RIVER
Structure number:	430400876370010
Location:	DOUGLAS AT MCLEAN BLVD.
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	129.9 ft. [39.6 m]
Total length:	390.1 ft. [118.9 m]
Roadway width between curbs:	59.1 ft. [18.0 m]
Deck width edge-to-edge:	89.9 ft. [27.4 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1999
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:	3
Main spans material:	Steel continuous [4]
Main spans design:	Box beam or girders - Multiple [05]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Latex Concrete or similar additive [3]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	15,500 [as of 2006]
Truck traffic:	2% of total traffic
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:	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]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	54.9 tons [49.9 metric tons]
Inventory rating:	40.9 tons [37.2 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	79.1

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	16,902 [as of 1995]
Truck traffic:	2% of total traffic
Deck condition:	Fair [5 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:	28.9 tons [26.3 metric tons]
Inventory rating:	16.9 tons [15.4 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	38.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$2,072,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	15,562 [as of 1988]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 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:	33.4 tons [30.4 metric tons]
Inventory rating:	24.8 tons [22.5 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	75.5
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$1,413,000

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