US 80 over LYNCH CREEK

Map 

Facts 

Name:	US 80 over LYNCH CREEK
Structure number:	210008002504470
Location:	2.3 MI E I 220
Purpose:	Carries highway over waterway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	9.8 ft. [3.0 m]
Total length:	30.8 ft. [9.4 m]
Skew angle:	45°
Owner:	State Highway Agency [01]
Year built:	1939
Year reconstructed:	1997
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: June 2016 

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction [A]
Average daily traffic:	17,000 [as of 2014]
Truck traffic:	3% of total traffic
Structural appraisal:	Better than present minimum criteria [7]
Water adequacy appraisal:	Better than present minimum criteria [7]
Roadway alignment appraisal:	Equal to present desirable criteria [8]
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]
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:	109.8 tons [99.8 metric tons]
Inventory rating:	67.4 tons [61.3 metric tons]
Sufficiency rating:	83.1

Previous Inspections 

Date	Suff. Rating	Condition	Culvert Condition	SD/FO	ADT
June 2016	83.1	Good	7 out of 10	-	17000
June 2014	83.6	Good	7 out of 10	-	24000
May 2012	83.6	Good	7 out of 10	-	24000
May 2010	83.8	Good	7 out of 10	-	21000
April 2008	83.9	Good	7 out of 10	-	20000
June 2006	84.0	Good	7 out of 10	-	17000
August 2004	83.7	Good	7 out of 10	-	23000
August 2002	83.9	Good	7 out of 10	-	20000
August 2000	83.6	Good	7 out of 10	-	24000
August 1998	83.6	Good	7 out of 10	-	24000
November 1997	83.6	Good	7 out of 10	-	24000