PAWNEE over ARKANSAS RIVER

Map 

Facts 

Name:	PAWNEE over ARKANSAS RIVER
Structure number:	430400876250010
Location:	PAWNEE AT MC LEAN BLVD.
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	47.9 ft. [14.6 m]
Total length:	401.9 ft. [122.5 m]
Roadway width between curbs:	62.3 ft. [19.0 m]
Deck width edge-to-edge:	81.4 ft. [24.8 m]
Skew angle:	35°
Owner:	City or Municipal Highway Agency [04]
Year built:	1961
Year reconstructed:	1992
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:	9
Main spans material:	Concrete continuous [2]
Main spans design:	Slab [01]
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:	19,000 [as of 2006]
Truck traffic:	2% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 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 assessed or calculated scour condition. [5]
Operating rating:	60.8 tons [55.3 metric tons]
Inventory rating:	36.0 tons [32.7 metric tons]
Sufficiency rating:	95.6

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	22,609 [as of 1995]
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:	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:	61.8 tons [56.2 metric tons]
Inventory rating:	37.0 tons [33.6 metric tons]
Sufficiency rating:	94.7

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	22,920 [as of 1988]
Deck condition:	Poor [4 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:	47.5 tons [43.2 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	74.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$1,742,000

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