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RT E E over SCOTTS BR

Map 

Coordinates:
+36.55991, -93.74936
36°33'36" N, 93°44'58" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:RT E E over SCOTTS BR
Structure number:9935
Old structure number:Y 116 1 (from 1992 edition)
Location:S 4 T 21 N R 26 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:26.6 ft. [8.1 m]
Total length:54.1 ft. [16.5 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:19.4 ft. [5.9 m]
Skew angle:36°
Owner:State Highway Agency [01]
Year built:1936
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

2010 Inspection 

Status:Posted for load [P]
Average daily traffic:206 [as of 2008]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 the assessed or calculated scour condition. [8]
Operating rating:22.0 tons [20.0 metric tons]
Inventory rating:9.9 tons [9.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:41.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$350,000

2000 Inspection 

Status:Posted for load [P]
Average daily traffic:278 [as of 1997]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 the assessed or calculated scour condition. [8]
Operating rating:21.8 tons [19.8 metric tons]
Inventory rating:9.9 tons [9.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:23.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$146,000

1992 Inspection 

Status:Posted for load [P]
Average daily traffic:227 [as of 1991]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:Scour calculation/evaluation has not been made. [6]
Operating rating:21.8 tons [19.8 metric tons]
Inventory rating:9.9 tons [9.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:24.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$119,000