BLUFF Rd over PLEASANT Run

Map 

Facts 

Name:	BLUFF Rd over PLEASANT Run
Structure number:	4900484
Location:	0.75 SW of StOP 11 Rd
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Urban) [16]
Length of largest span:	42.0 ft. [12.8 m]
Total length:	104.0 ft. [31.7 m]
Roadway width between curbs:	39.0 ft. [11.9 m]
Deck width edge-to-edge:	42.0 ft. [12.8 m]
Skew angle:	25°
Owner:	City or Municipal Highway Agency [04]
Year built:	1954
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	M 18 / H 20 [4]
Number of main spans:	3
Main spans material:	Concrete continuous [2]
Main spans design:	Slab [01]
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:	50 [as of 1996]
Truck traffic:	10% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 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 assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:	48.5 tons [44.1 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	92.5
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$9,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	50 [as of 1996]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 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 assessed or calculated scour condition. [5]
Operating rating:	48.5 tons [44.1 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	91.5
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$3,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	100 [as of 1986]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 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:	29.7 tons [27.0 metric tons]
Inventory rating:	24.8 tons [22.5 metric tons]
Sufficiency rating:	89.3
Estimated cost of work:	$4,000

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