LACY Rd over LONG Branch Creek

Map 

Facts 

Name:	LACY Rd over LONG Branch Creek
Structure number:	2900081
Location:	0.71 S of 266th St
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) [08]
Length of largest span:	30.8 ft. [9.4 m]
Total length:	81.0 ft. [24.7 m]
Roadway width between curbs:	32.2 ft. [9.8 m]
Deck width edge-to-edge:	32.5 ft. [9.9 m]
Skew angle:	45°
Owner:	County Highway Agency [02]
Year built:	2003
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
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:	197 [as of 2006]
Truck traffic:	2% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Very Good [8 out of 9]
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	44.6 tons [40.5 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	99.9

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	126 [as of 1999]
Truck traffic:	2% of total traffic
Superstructure condition:	Satisfactory [6 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 is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2]
Operating rating:	20.8 tons [18.9 metric tons]
Inventory rating:	14.9 tons [13.5 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	47.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$446,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	800 [as of 1991]
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:	11.9 tons [10.8 metric tons]
Inventory rating:	7.9 tons [7.2 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	21.5
Estimated cost of work:	$8,000

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