ENGLEWOOD AVE over OVERPECK CREEK

Map 

Facts 

Name:	ENGLEWOOD AVE over OVERPECK CREEK
Structure number:	020015C
Location:	0.35 MI W. OF CR 501
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Collector (Urban) [17]
Length of largest span:	22.0 ft. [6.7 m]
Total length:	23.0 ft. [7.0 m]
Roadway width between curbs:	34.1 ft. [10.4 m]
Deck width edge-to-edge:	49.2 ft. [15.0 m]
Skew angle:	10°
Owner:	County Highway Agency [02]
Year built:	1909
Year reconstructed:	2001
Historic significance:	Historical significance is not determinable at this time [4]
Design load:	MS 22.5 / HS 25 [9]
Main span material:	Prestressed concrete [5]
Main span 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:	12,450 [as of 2008]
Truck traffic:	3% 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:	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:	Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:	49.0 tons [44.5 metric tons]
Inventory rating:	36.0 tons [32.7 metric tons]
Sufficiency rating:	93.8

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	11,047 [as of 1996]
Truck traffic:	3% of total traffic
Deck condition:	Poor [4 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 assessed or calculated scour condition. [5]
Operating rating:	33.7 tons [30.6 metric tons]
Inventory rating:	19.8 tons [18.0 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	47.7
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$407,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	11,300 [as of 1989]
Truck traffic:	3% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Fair [5 out of 9]
Channel protection:	Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	14.9 tons [13.5 metric tons]
Inventory rating:	5.9 tons [5.4 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	27.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$415,000

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