SE 92ND AVE over B-68 OVER JOHNSON CREEK

Map 

Facts 

Name:	SE 92ND AVE over B-68 OVER JOHNSON CREEK
Structure number:	11070A000 00001
Location:	S OF SE FLAVEL ST
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Collector (Urban) [17]
Length of largest span:	65.0 ft. [19.8 m]
Total length:	128.0 ft. [39.0 m]
Roadway width between curbs:	60.0 ft. [18.3 m]
Deck width edge-to-edge:	78.1 ft. [23.8 m]
Skew angle:	14°
Owner:	City or Municipal Highway Agency [04]
Year built:	1975
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]
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	9,105 [as of 2007]
Truck traffic:	5% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 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:	49.9 tons [45.4 metric tons]
Inventory rating:	29.9 tons [27.2 metric tons]
Sufficiency rating:	92.1

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	8,250 [as of 1996]
Truck traffic:	5% of total traffic
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:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	49.5 tons [45.0 metric tons]
Inventory rating:	29.7 tons [27.0 metric tons]
Sufficiency rating:	94.9
Recommended work:	Replacement of bridge or other structure because of relocation of road. [32]
Estimated cost of work:	$1,607,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	12,100 [as of 1989]
Truck traffic:	10% of total traffic
Deck condition:	Very Good [8 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:	49.5 tons [45.0 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	100.0

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