CHERRY LANE over CLEARWATER RIVER

Map

Coordinates:
+46.51406, -116.67958
46°30'51" N, 116°40'46" W

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

Name:	CHERRY LANE over CLEARWATER RIVER
Structure number:	000000000029960
Location:	2.4 E. MYRTLE
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	242.1 ft. `[73.8 m]`
Total length:	788.1 ft. `[240.2 m]`
Roadway width between curbs:	15.7 ft. `[4.8 m]`
Deck width edge-to-edge:	18.0 ft. `[5.5 m]`
Vertical clearance above deck:	12.1 ft. `[3.7 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Owner:	County Highway Agency `[02]`
Year built:	1919
Year reconstructed:	1978
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Design load:	M 9 / H 10 `[1]`
Number of main spans:	5
Main spans material:	Steel `[3]`
Main spans design:	Truss - Thru `[10]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Other `[9]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	350 `[as of 2016]`
Truck traffic:	9% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	29.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$5,969,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Satisfactory	Fair	Fair	350	29.6
September 2016	Fair	Satisfactory	Fair	Fair	350	29.6
September 2015	Poor	Satisfactory	Poor	Fair	350	18.4
September 2014	Fair	Satisfactory	Fair	Fair	350	18.4
September 2013	Fair	Satisfactory	Fair	Fair	350	18.4
September 2012	Fair	Satisfactory	Satisfactory	Fair	350	18.4
September 2011	Fair	Satisfactory	Satisfactory	Fair	350	18.4
September 2010	Fair	Satisfactory	Satisfactory	Fair	350	18.4
September 2009	Fair	Good	Satisfactory	Fair	350	18.4
September 2008	Fair	Good	Satisfactory	Fair	350	18.4
September 2007	Fair	Good	Satisfactory	Fair	350	3.0
September 2006	Fair	Good	Satisfactory	Good	350	23.0
September 2005	Good	Good	Good	Good	350	23.0
October 2004	Good	Good	Good	Good	350	23.0
October 2003	Good	Very Good	Good	Good	90	26.2
October 2002	Good	Very Good	Good	Good	90	26.2
October 2000	Good	Very Good	Good	Good	90	28.4
October 1999	Good	Very Good	Good	Good	90	28.4
October 1998	Good	Very Good	Good	Good	90	28.4
April 1997	Good	Very Good	Good	Good	90	28.4
April 1996	Good	Very Good	Good	Good	90	28.4
April 1995	Good	Very Good	Good	Good	90	28.4
April 1994	Good	Very Good	Good	Good	90	28.4
April 1992	Good	Very Good	Good	Good	90	28.4
April 1991	Good	Very Good	Good	Good	90	28.4

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Timber Stringer	linear ft.	7,881	7,571	310	0	0
Steel Truss	linear ft.	1,575	1,361	182	32	0
Steel Protective Coating	sq. ft.	12,608	1,588	10,000	820	200
Steel Floor Beam	linear ft.	915	809	36	70	0
Steel Protective Coating	sq. ft.	1,670	0	1,550	120	0
Steel Gusset Plate	each	292	0	265	27	0
Steel Protective Coating	sq. ft.	584	184	200	200	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	118	10	85	23	0
Reinforced Concrete Abutment	linear ft.	46	24	22	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	90	0	0	90	0
Joints
Strip Seal Joint	linear ft.	108	18	45	45	0
Deck
Timber Deck	sq. ft.	14,105	9,290	2,500	2,315	0
Wearing Surfaces	sq. ft.	4,728	4,183	0	545	0
Bearings
Movable Bearing	each	10	0	10	0	0
Steel Protective Coating	sq. ft.	40	40	0	0	0
Fixed Bearing	each	10	0	9	1	0
Steel Protective Coating	sq. ft.	40	30	10	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,575	485	890	200	0
Steel Protective Coating	sq. ft.	4,728	1,328	3,000	400	0