WEST 8TH AVENUE over WEIR GULCH

Map 

Facts 

Name:	WEST 8TH AVENUE over WEIR GULCH
Structure number:	D-17-WG-200
Location:	EAST OF FEDERAL BLVD
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	28.5 ft. [8.7 m]
Total length:	28.5 ft. [8.7 m]
Deck width edge-to-edge:	67.9 ft. [20.7 m]
Skew angle:	65°
Owner:	City or Municipal Highway Agency [04]
Year built:	1970
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Main span material:	Concrete [1]
Main span design:	Culvert [19]
Deck type:	Not applicable [N]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	6,271 [as of 2002]
Truck traffic:	5% of total traffic
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]
Culvert condition:	Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	39.9 tons [36.3 metric tons]
Inventory rating:	36.0 tons [32.7 metric tons]
Sufficiency rating:	73.2

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	4,109 [as of 1998]
Truck traffic:	5% of total traffic
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]
Culvert condition:	Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	39.6 tons [36.0 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	83.5

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