SR 2002 over SHERMANS CREEK

Map 

Facts 

Name:	SR 2002 over SHERMANS CREEK
Structure number:	502002012000000
Location:	1.5 MI.E. OF DELLVILLE
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) [08]
Length of largest span:	79.1 ft. [24.1 m]
Total length:	161.1 ft. [49.1 m]
Roadway width between curbs:	29.9 ft. [9.1 m]
Deck width edge-to-edge:	33.5 ft. [10.2 m]
Owner:	State Highway Agency [01]
Year built:	2006
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	M 13.5 / H 15 [2]
Number of main spans:	2
Main spans material:	Prestressed concrete [5]
Main spans design:	Box Beam or girders - Single or Spread [06]
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:	717 [as of 2010]
Truck traffic:	9% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Good [7 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]
Inventory rating:	54.9 tons [49.9 metric tons]
Sufficiency rating:	97.4
Recommended work:	Other structural work, including hydraulic replacements. [38]

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	1,148 [as of 2000]
Truck traffic:	9% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Fair [5 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:	26.7 tons [24.3 metric tons]
Inventory rating:	15.8 tons [14.4 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	17.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$1,260,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	972 [as of 1992]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Fair [5 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	26.7 tons [24.3 metric tons]
Inventory rating:	15.8 tons [14.4 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	39.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$1,779,000

Comments