FAS 933 over WILLIAMS CREEK

Map 

Facts 

Name:	FAS 933 over WILLIAMS CREEK
Structure number:	000000006100150
Location:	3.1 MI E OF BLUFFTON
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) [07]
Length of largest span:	19.0 ft. [5.8 m]
Total length:	40.0 ft. [12.2 m]
Skew angle:	58°
Owner:	County Highway Agency [02]
Year built:	1954
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	M 13.5 / H 15 [2]
Number of main spans:	2
Main spans material:	Concrete [1]
Main spans design:	Culvert [19]
Deck type:	Not applicable [N]

Latest Available Inspection: May 2015 

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction [A]
Average daily traffic:	420 [as of 2012]
Truck traffic:	1% of total traffic
Structural appraisal:	Equal to present minimum criteria [6]
Water adequacy appraisal:	Equal to present desirable criteria [8]
Roadway alignment appraisal:	Better than present minimum criteria [7]
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]
Culvert condition:	Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	45.5 tons [41.4 metric tons]
Inventory rating:	26.7 tons [24.3 metric tons]
Sufficiency rating:	92.5
Estimated cost of work:	$234,000

Previous Inspections 

Date	Suff. Rating	Condition	Culvert Condition	SD/FO	ADT
May 2015	92.5	Good	7 out of 10	-	420
May 2013	92.5	Good	7 out of 10	-	420
May 2011	92.5	Good	7 out of 10	-	440
May 2009	92.5	Good	7 out of 10	-	370
May 2007	92.5	Good	7 out of 10	-	470
May 2005	92.5	Good	7 out of 10	-	530
April 2003	92.5	Good	7 out of 10	-	500
May 2001	92.5	Good	7 out of 10	-	700
July 1999	92.5	Good	7 out of 10	-	700
June 1997	92.5	Good	7 out of 10	-	475
March 1995	89.5	Good	7 out of 10	-	475
April 1993	89.5	Good	7 out of 10	-	475
May 1991	92.5	Good	8 out of 10	-	475