HILLSIDE AVENUE over EAST FORK CHISHOLM CR.

Map 

Facts 

Name:	HILLSIDE AVENUE over EAST FORK CHISHOLM CR.
Structure number:	53040087WDCE10B
Location:	HILLSIDE AT 27TH. ST. N.
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	52.2 ft. [15.9 m]
Total length:	131.9 ft. [40.2 m]
Roadway width between curbs:	48.2 ft. [14.7 m]
Deck width edge-to-edge:	62.0 ft. [18.9 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1948
Year reconstructed:	1990
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:	Concrete continuous [2]
Main spans design:	Slab [01]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Low slump Concrete [4]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	9,320 [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:	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]
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:	54.9 tons [49.9 metric tons]
Inventory rating:	32.9 tons [29.9 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	75.8
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$3,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	13,140 [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:	54.9 tons [49.9 metric tons]
Inventory rating:	32.9 tons [29.9 metric tons]
Sufficiency rating:	95.0

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	9,016 [as of 1988]
Truck traffic:	10% of total traffic
Deck condition:	Excellent [9 out of 9]
Superstructure condition:	Excellent [9 out of 9]
Substructure condition:	Excellent [9 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:	35.6 tons [32.4 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	70.3
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:	$505,000

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