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I 80E over MAGGIE CRK

Map 

Coordinates:
+40.72667, -116.09167
40°43'36" N, 116°05'30" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:I 80E over MAGGIE CRK
Structure number:B 894E
Location:EAST OF CARLIN
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:83.0 ft. [25.3 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Owner:State Highway Agency [01]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
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:4,900 [as of 2008]
Truck traffic:31% of total traffic
Deck condition:Good [7 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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inventory rating:68.2 tons [62.0 metric tons]
Sufficiency rating:96.5

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:4,452 [as of 1996]
Truck traffic:31% of total traffic
Deck condition:Good [7 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]
Operating rating:72.3 tons [65.7 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.6

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:3,608 [as of 1989]
Truck traffic:31% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 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:72.3 tons [65.7 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.7