I 20 over VALLEY ST/LYNCH CREEK

Map 

Facts 

Name:	I 20 over VALLEY ST/LYNCH CREEK
Structure number:	11000200250441A
Location:	3.2 MI E SR 18
Purpose:	Carries highway over highway and waterway
Route classification:	Principal Arterial - Interstate (Urban) [11]
Length of largest span:	100.1 ft. [30.5 m]
Total length:	1286.2 ft. [392.0 m]
Roadway width between curbs:	60.4 ft. [18.4 m]
Deck width edge-to-edge:	63.7 ft. [19.4 m]
Vertical clearance below bridge:	20.7 ft. [6.3 m]
Skew angle:	36°
Owner:	State Highway Agency [01]
Year built:	1969
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18+Mod / HS 20+Mod [6]
Number of main spans:	20
Main spans material:	Steel continuous [4]
Main spans design:	Stringer/Multi-beam or girder [02]
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:	38,500 [as of 2006]
Truck traffic:	13% 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:	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 assessed or calculated scour condition. [5]
Operating rating:	61.7 tons [56.1 metric tons]
Inventory rating:	37.1 tons [33.7 metric tons]
Sufficiency rating:	88.0

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	31,000 [as of 1996]
Truck traffic:	13% 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:	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:	61.7 tons [56.1 metric tons]
Inventory rating:	37.1 tons [33.7 metric tons]
Sufficiency rating:	87.8

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	30,500 [as of 1989]
Truck traffic:	13% of total traffic
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Very Good [8 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:	48.5 tons [44.1 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	90.6

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