SR-16 over WOODRUFF-RANDOLPH CANAL

Map

Coordinates:
+41.61575, -111.17918
41°36'57" N, 111°10'45" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	SR-16 over WOODRUFF-RANDOLPH CANAL
Structure number:	0D 382
Location:	3 MILES SOUTH OF RANDOLPH
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	19.0 ft. `[5.8 m]`
Total length:	56.8 ft. `[17.3 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	42.3 ft. `[12.9 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1934
Year reconstructed:	1985
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	2
Main spans material:	Concrete `[1]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, posting recommended but not legally implemented `[B]`
Average daily traffic:	1,395 `[as of 2014]`
Truck traffic:	24% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	73.2

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Fair	Satisfactory	Satisfactory	Satisfactory	1395	73.2
August 2016	Fair	Satisfactory	-	Satisfactory	1395	47.4
August 2014	Good	Good	Good	Good	1365	37.4
September 2012	Good	Good	Good	Good	1346	73.7
June 2011	Good	Good	Good	Good	2440	72.5
May 2009	Good	Good	Good	Good	2440	72.5
November 2007	Good	Good	Good	Good	1900	72.5
November 2005	Good	Good	Good	Good	1900	72.5
June 2003	Good	Good	Good	Good	1700	72.5
August 2001	Good	Good	Good	Good	1700	72.1
May 1999	Good	Good	Good	Good	1655	67.5
May 1997	Good	Good	Good	Good	1400	67.5
July 1995	Good	Very Good	Good	Good	1110	78.5
September 1993	Good	Very Good	Good	Good	1055	78.9
September 1991	Good	Very Good	Very Good	Good	845	80.6

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Abutment	linear ft.	43	43	0	0	0
Reinforced Concrete Pile	each	12	8	4	0	0
Reinforced Concrete Pier Cap	linear ft.	21	0	21	0	0
Bearings
Elastomeric Bearing	each	16	16	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	114	84	30	0	0
Deck
Reinforced Concrete Slab	sq. ft.	2,406	2,335	5	66	0