ELK PARK ROAD over ELK CREEK

Map 

Facts 

Name:	ELK PARK ROAD over ELK CREEK
Structure number:	257207054440090
Location:	GIRARD TOWNSHIP
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	120.1 ft. [36.6 m]
Total length:	120.1 ft. [36.6 m]
Roadway width between curbs:	36.1 ft. [11.0 m]
Deck width edge-to-edge:	36.1 ft. [11.0 m]
Owner:	Town or Township Highway Agency [03]
Year built:	2007
Historic significance:	Historical significance is not determinable at this time [4]
Design load:	M 13.5 / H 15 [2]
Main span material:	Prestressed concrete [5]
Main span 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:	100 [as of 2010]
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 the assessed or calculated scour condition. [8]
Operating rating:	36.0 tons [32.7 metric tons]
Inventory rating:	36.0 tons [32.7 metric tons]
Sufficiency rating:	100.0
Recommended work:	Other structural work, including hydraulic replacements. [38]

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	2,000 [as of 1998]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	41.6 tons [37.8 metric tons]
Inventory rating:	26.7 tons [24.3 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	53.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$1,000,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	2,000 [as of 1991]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Satisfactory [6 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 assessed or calculated scour condition. [5]
Operating rating:	41.6 tons [37.8 metric tons]
Inventory rating:	26.7 tons [24.3 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	53.4
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$20,000

Comments