RS 191 S24-E15 over CARY CREEK

Map 

Facts 

Name:	RS 191 S24-E15 over CARY CREEK
Structure number:	000000000210460
Location:	3.9W OF WOODBINE
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) [07]
Length of largest span:	47.9 ft. [14.6 m]
Total length:	123.0 ft. [37.5 m]
Roadway width between curbs:	29.9 ft. [9.1 m]
Deck width edge-to-edge:	32.2 ft. [9.8 m]
Skew angle:	30°
Owner:	County Highway Agency [02]
Year built:	1994
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]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	530 [as of 2007]
Truck traffic:	10% of total traffic
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Very Good [8 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:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	45.5 tons [41.4 metric tons]
Inventory rating:	27.7 tons [25.2 metric tons]
Sufficiency rating:	93.3
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$571,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	530 [as of 1996]
Truck traffic:	10% of total traffic
Deck condition:	Excellent [9 out of 9]
Superstructure condition:	Excellent [9 out of 9]
Substructure condition:	Excellent [9 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:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	45.9 tons [41.7 metric tons]
Inventory rating:	27.9 tons [25.4 metric tons]
Sufficiency rating:	88.6

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	580 [as of 1975]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Very Good [8 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	7.9 tons [7.2 metric tons]
Inventory rating:	3.0 tons [2.7 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	20.8
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$197,000

Comments