U.S. HIGHWAY 101 over MELROSE AVE

Map

Coordinates:
+34.08333, -118.29667
34°04'60" N, 118°17'48" W

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

Name:	U.S. HIGHWAY 101 over MELROSE AVE
Structure number:	53 0673R
Location:	07-LA-101-4.85-LA
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	123.0 ft. `[37.5 m]`
Total length:	264.1 ft. `[80.5 m]`
Roadway width between curbs:	49.9 ft. `[15.2 m]`
Deck width edge-to-edge:	55.4 ft. `[16.9 m]`
Vertical clearance below bridge:	14.4 ft. `[4.4 m]`
Skew angle:	53°
Owner:	State Highway Agency `[01]`
Year built:	1950
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Concrete continuous `[2]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	117,500 `[as of 2011]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	72.7 tons `[66.1 metric tons]`
Inventory rating:	53.1 tons `[48.3 metric tons]`
Sufficiency rating:	65.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$2,289,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
March 2016	65.0	Fair	Satisfactory	Very Good	Very Good	FO	117500
February 2014	65.0	Fair	Satisfactory	Good	Good	FO	117500
February 2012	65.0	Fair	Satisfactory	Good	Good	FO	117500
January 2010	65.0	Fair	Satisfactory	Good	Good	FO	117500
February 2008	65.0	Fair	Satisfactory	Good	Good	FO	117500
January 2006	65.0	Fair	Satisfactory	Good	Good	FO	117500
April 2004	65.0	Fair	Satisfactory	Good	Good	FO	117500
March 2002	65.0	Fair	Satisfactory	Good	Good	FO	136600
April 2000	65.0	Fair	Satisfactory	Good	Good	FO	136600
April 1998	65.0	Fair	Satisfactory	Good	Good	FO	136600
February 1996	67.0	Good	Good	Very Good	Very Good	FO	112450
July 1994	67.0	Good	Good	Very Good	Very Good	FO	112450
May 1992	66.8	Good	Good	Very Good	Very Good	FO	114550