DAVIS GROVE ROAD over PARK CREEK

Map 

Facts 

Name:	DAVIS GROVE ROAD over PARK CREEK
Structure number:	467046106001190
Location:	0.45 MI NE OF SR 463
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	35.1 ft. [10.7 m]
Total length:	35.1 ft. [10.7 m]
Roadway width between curbs:	20.0 ft. [6.1 m]
Deck width edge-to-edge:	24.0 ft. [7.3 m]
Owner:	County Highway Agency [02]
Year built:	1911
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:	M 13.5 / H 15 [2]
Main span material:	Masonry [8]
Main span design:	Arch - Deck [11]
Deck type:	Not applicable [N]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	650 [as of 1977]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Poor [4 out of 9]
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:	14.0 tons [12.7 metric tons]
Inventory rating:	8.0 tons [7.3 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	20.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	650 [as of 1977]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Fair [5 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:	10.9 tons [9.9 metric tons]
Inventory rating:	8.9 tons [8.1 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	15.4
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$133,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	650 [as of 1977]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Fair [5 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]
Operating rating:	53.5 tons [48.6 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	61.8
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$68,000

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