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SR 1011 over SOUTH FORK TENMILE CREEK

Map 

Coordinates:
+39.97302, -80.04593
39°58'23" N, 80°02'45" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:SR 1011 over SOUTH FORK TENMILE CREEK
Structure number:301011015005010
Location:JEFFERSON T & CLARKSVILLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:83.0 ft. [25.3 m]
Total length:150.9 ft. [46.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1944
Year reconstructed:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:2,434 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:49.9 tons [45.4 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:45.5
Recommended work:Other structural work, including hydraulic replacements. [38]

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:2,461 [as of 2000]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:57.4 tons [52.2 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:57.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$205,000

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:2,181 [as of 1992]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Fair [5 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:Scour calculation/evaluation has not been made. [6]
Operating rating:65.3 tons [59.4 metric tons]
Inventory rating:41.6 tons [37.8 metric tons]
Sufficiency rating:63.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$252,000