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N4740 over BALLARD CREEK

Map 

Coordinates:
+36.10640, -94.56507
36°06'23" N, 94°33'54" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:N4740 over BALLARD CREEK
Structure number:023290000000000
Location:0.5 MI E OF WATTS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:100.1 ft. [30.5 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:15.7 ft. [4.8 m]
Vertical clearance above deck:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Year built:1929
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

2010 Inspection 

Status:Bridge closed to all traffic [K]
Average daily traffic:150 [as of 2008]
Truck traffic:10% of total traffic
Deck condition:Critical [2 out of 9]
Superstructure condition:Critical [2 out of 9]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2]
Evaluation:Structurally deficient [1]
Sufficiency rating:22.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$252,000

2000 Inspection 

Status:Posted for load [P]
Average daily traffic:150 [as of 1999]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Poor [4 out of 9]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:21.0 tons [19.1 metric tons]
Inventory rating:16.9 tons [15.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:22.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$303,000