I 94 W Frontage Rd over Bassett Creek

Map 

Facts 

Name:	I 94 W Frontage Rd over Bassett Creek
Structure number:	93483
Location:	0.2 MI N OF JCT TH 55
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Urban) [16]
Length of largest span:	10.2 ft. [3.1 m]
Total length:	24.0 ft. [7.3 m]
Skew angle:	22°
Owner:	State Highway Agency [01]
Year built:	1980
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:	2
Main spans material:	Concrete [1]
Main spans design:	Culvert [19]
Deck type:	Not applicable [N]
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	6,400 [as of 1994]
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]
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:	43.1 tons [39.2 metric tons]
Inventory rating:	32.3 tons [29.4 metric tons]
Sufficiency rating:	82.6

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	6,400 [as of 1994]
Truck traffic:	10% of total traffic
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]
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:	42.8 tons [38.9 metric tons]
Inventory rating:	32.1 tons [29.2 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	77.3

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	6,400 [as of 1988]
Truck traffic:	1% 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:	No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	42.6 tons [38.7 metric tons]
Inventory rating:	31.7 tons [28.8 metric tons]
Sufficiency rating:	78.2

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