HWY 241 over COOS RIVER (CHANDLER)

Coos County, Oregon

Map

Coordinates:
+43.36598, -124.15301
43°21'58" N, 124°09'11" W

View more info at Bridgehunter.com

Facts

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

Name:	HWY 241 over COOS RIVER (CHANDLER)
Structure number:	07176 241 00373
Location:	01.5 MI E EASTSIDE ECL
Purpose:	Carries highway over highway and waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	200.1 ft. `[61.0 m]`
Total length:	965.6 ft. `[294.3 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Vertical clearance above deck:	15.1 ft. `[4.6 m]`
Vertical clearance below bridge:	52.5 ft. `[16.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1952
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Design load:	MS 13.5 / HS 15 `[3]`
Main span material:	Steel `[3]`
Main span design:	Movable - Lift `[15]`
Deck type:	Closed Grating `[4]`

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	930 `[as of 2016]`
Truck traffic:	18% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	45.2

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Fair	Satisfactory	Satisfactory	Fair	930	45.2
August 2015	Fair	Satisfactory	Satisfactory	Satisfactory	1000	64.0
August 2013	Fair	Satisfactory	Satisfactory	Satisfactory	890	64.2
February 2012	Fair	Satisfactory	Satisfactory	Satisfactory	890	64.2
February 2010	Fair	Satisfactory	Satisfactory	Satisfactory	2100	54.3
February 2008	Fair	Satisfactory	Satisfactory	Satisfactory	2300	58.0
February 2006	Fair	Satisfactory	Satisfactory	Satisfactory	1800	61.2
February 2004	Fair	Satisfactory	Satisfactory	Satisfactory	2100	58.1
September 2002	Fair	Satisfactory	Satisfactory	Satisfactory	2100	58.1
February 2002	Fair	Satisfactory	Satisfactory	Satisfactory	1400	61.7
February 2000	Fair	Satisfactory	Satisfactory	Satisfactory	2000	60.4
February 1998	Fair	Satisfactory	Satisfactory	Fair	1800	56.1
February 1996	Fair	Satisfactory	Satisfactory	Fair	1800	57.1
March 1994	Fair	Satisfactory	Satisfactory	Fair	1800	57.1
February 1992	Fair	Satisfactory	Satisfactory	Fair	1400	58.1
February 1991	Fair	Satisfactory	Good	Fair	1750	57.3

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	140	39	80	21	0
Steel Protective Coating	sq. ft.	4,560	0	4,130	430	0
Reinforced Concrete Girder/Beam	linear ft.	1,960	0	1,958	2	0
Steel Stringer	linear ft.	2,492	98	2,332	62	0
Steel Protective Coating	sq. ft.	11,586	0	4,113	7,458	15
Reinforced Concrete Stringer	linear ft.	11	11	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	12,009	11,552	394	63	0
Concrete Protective Coating	sq. ft.	10,495	10,495	0	0	0
Superstructure
Steel Truss	linear ft.	800	73	616	111	0
Steel Protective Coating	sq. ft.	40,120	2,000	36,665	1,274	181
Steel Floor Beam	linear ft.	700	35	582	83	0
Steel Protective Coating	sq. ft.	5,588	0	2,463	2,953	172
Reinforced Concrete Floor Beam	linear ft.	2	0	0	2	0
Deck
Reinforced Concrete Top Flange	sq. ft.	14,637	14,281	257	99	0
Concrete Protective Coating	sq. ft.	12,792	12,792	0	0	0
Superstructure
Steel Gusset Plate	each	144	14	57	73	0
Steel Protective Coating	sq. ft.	1,504	0	1,504	0	0
Substructure
Reinforced Concrete Column	each	30	12	13	5	0
Reinforced Concrete Abutment	linear ft.	60	60	0	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	496	394	102	0	0
Reinforced Concrete Pier Cap	linear ft.	397	149	247	1	0
Deck
Concrete Filled Grid Deck	sq. ft.	2,083	0	1,875	208	0
Steel Protective Coating	sq. ft.	2,083	0	1,667	208	208
Joints
Pourable Joint	linear ft.	120	95	25	0	0
Open Joint	linear ft.	60	59	1	0	0
Other Joint	linear ft.	52	46	6	0	0
Bearings
Movable Bearing	each	12	0	12	0	0
Steel Protective Coating	sq. ft.	68	0	46	22	0
Fixed Bearing	each	4	0	4	0	0
Steel Protective Coating	sq. ft.	60	0	0	30	30
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,934	1,317	614	3	0
Steel Protective Coating	sq. ft.	5,106	0	3,574	1,532	0