HILLSIDE AVENUE over GYPSUM CREEK

Map 

Facts 

Name:	HILLSIDE AVENUE over GYPSUM CREEK
Structure number:	53040087000GC20
Location:	HILLSIDE AT WASSALL
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	64.0 ft. [19.5 m]
Total length:	162.7 ft. [49.6 m]
Roadway width between curbs:	48.2 ft. [14.7 m]
Deck width edge-to-edge:	64.6 ft. [19.7 m]
Vertical clearance below bridge:	99.1 ft. [30.2 m]
Skew angle:	25°
Owner:	City or Municipal Highway Agency [04]
Year built:	2008
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:	Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	6,000 [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:	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 the assessed or calculated scour condition. [8]
Operating rating:	98.8 tons [89.8 metric tons]
Inventory rating:	98.8 tons [89.8 metric tons]
Sufficiency rating:	79.2
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$36,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	8,030 [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:	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]
Inventory rating:	97.8 tons [88.9 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	76.6
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$512,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	7,564 [as of 1988]
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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	24.8 tons [22.5 metric tons]
Inventory rating:	24.8 tons [22.5 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	74.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$512,000

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