S. HYDRAULIC AVE. over ARKANSAS RIVER

Map 

Facts 

Name:	S. HYDRAULIC AVE. over ARKANSAS RIVER
Structure number:	53040087000AR10
Location:	S HYDRAULIC AT GALENA
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	76.1 ft. [23.2 m]
Total length:	422.9 ft. [128.9 m]
Roadway width between curbs:	52.5 ft. [16.0 m]
Deck width edge-to-edge:	73.2 ft. [22.3 m]
Skew angle:	20°
Owner:	City or Municipal Highway Agency [04]
Year built:	1965
Year reconstructed:	1994
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:	6
Main spans material:	Steel continuous [4]
Main spans design:	Stringer/Multi-beam or girder [02]
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:	10,400 [as of 2006]
Truck traffic:	4% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 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:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	58.9 tons [53.5 metric tons]
Inventory rating:	38.9 tons [35.4 metric tons]
Sufficiency rating:	80.0

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	13,167 [as of 1995]
Truck traffic:	4% 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:	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:	69.9 tons [63.5 metric tons]
Inventory rating:	40.9 tons [37.2 metric tons]
Sufficiency rating:	78.4

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	12,381 [as of 1988]
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Good [7 out of 9]
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	17.4 tons [15.8 metric tons]
Inventory rating:	12.4 tons [11.3 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	24.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$1,454,000

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