SUNDOWN ROAD over HAWLINGS RIVER

Facts 

Name:	SUNDOWN ROAD over HAWLINGS RIVER
Structure number:	200000M-0122010
Location:	2.0 MI E OF JCT SR 108
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) [08]
Length of largest span:	49.9 ft. [15.2 m]
Total length:	55.1 ft. [16.8 m]
Roadway width between curbs:	29.9 ft. [9.1 m]
Deck width edge-to-edge:	33.1 ft. [10.1 m]
Skew angle:	10°
Owner:	County Highway Agency [02]
Year built:	1996
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Main span material:	Steel [3]
Main span design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	5,300 [as of 2002]
Truck traffic:	5% of total traffic
Deck condition:	Very Good [8 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:	80.2 tons [72.9 metric tons]
Inventory rating:	47.5 tons [43.2 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	77.5

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	4,000 [as of 1994]
Deck condition:	Very Good [8 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	80.2 tons [72.9 metric tons]
Inventory rating:	47.5 tons [43.2 metric tons]
Sufficiency rating:	80.6
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$6,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	1,742 [as of 1988]
Deck condition:	Good [7 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 not over waterway. [N]
Operating rating:	5.0 tons [4.5 metric tons]
Inventory rating:	4.0 tons [3.6 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	24.7

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