SH 2 ML over HIGHLINE CANAL

Map 

Facts 

Name:	SH 2 ML over HIGHLINE CANAL
Structure number:	F-17-CG
Location:	WELLSHIRE GOLF COURSE
Purpose:	Carries highway over waterway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	27.6 ft. [8.4 m]
Total length:	29.2 ft. [8.9 m]
Roadway width between curbs:	83.3 ft. [25.4 m]
Deck width edge-to-edge:	95.1 ft. [29.0 m]
Skew angle:	13°
Owner:	State Highway Agency [01]
Year built:	1958
Year reconstructed:	1965
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Main span material:	Concrete [1]
Main span design:	Tee beam [04]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	24,700 [as of 2008]
Truck traffic:	3% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 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:	56.3 tons [51.2 metric tons]
Inventory rating:	33.8 tons [30.7 metric tons]
Sufficiency rating:	90.4

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	22,900 [as of 1997]
Truck traffic:	3% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 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:	53.5 tons [48.6 metric tons]
Inventory rating:	31.7 tons [28.8 metric tons]
Sufficiency rating:	88.2

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	23,000 [as of 1988]
Truck traffic:	3% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	44.6 tons [40.5 metric tons]
Inventory rating:	25.7 tons [23.4 metric tons]
Sufficiency rating:	80.3

Comments