LRD WHITNALL PARK over BR ROOT RIVER

Facts 

Name:	LRD WHITNALL PARK over BR ROOT RIVER
Structure number:	P40071300000000
Location:	1.1M E JCT USH 45
Purpose:	Carries highway over waterway
Route classification:	Local (Urban) [19]
Length of largest span:	23.0 ft. [7.0 m]
Total length:	24.6 ft. [7.5 m]
Roadway width between curbs:	29.9 ft. [9.1 m]
Deck width edge-to-edge:	41.7 ft. [12.7 m]
Owner:	County Highway Agency [02]
Year built:	1934
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Main span material:	Concrete [1]
Main span design:	Slab [01]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	175 [as of 2007]
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Serious [3 out of 9]
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:	33.9 tons [30.8 metric tons]
Inventory rating:	19.6 tons [17.8 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	35.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$170,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	175 [as of 1977]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Satisfactory [6 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	33.9 tons [30.8 metric tons]
Inventory rating:	19.6 tons [17.8 metric tons]
Sufficiency rating:	75.8
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$3,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	175 [as of 1977]
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Satisfactory [6 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	33.7 tons [30.6 metric tons]
Inventory rating:	19.8 tons [18.0 metric tons]
Sufficiency rating:	77.2
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$3,000

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