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S110-GAFFEY ST OFF over UP RR SPUR & CHANNEL ST

Map 

Coordinates:
+33.75167, -118.29000
33°45'06" N, 118°17'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S110-GAFFEY ST OFF over UP RR SPUR & CHANNEL ST
Structure number:53 1938K
Location:07-LA-110-R1.25-LA
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:166.0 ft. [50.6 m]
Total length:725.1 ft. [221.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1970
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:6
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2016 

Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2005]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201695.0Not deficientFairGoodGood10000
March 201495.0Not deficientFairGoodGood10000
March 201295.0Not deficientFairGoodGood10000
March 201096.1Not deficientGoodGoodGood10000
July 200896.1Not deficientGoodGoodGood10000
October 200696.1Not deficientGoodGoodGood10000
February 200596.1Not deficientGoodGoodGood10000
January 200391.3Functionally obsoleteFairGoodGood7003
March 200192.3Functionally obsoleteSatisfactoryGoodGood7003
August 199892.3Functionally obsoleteSatisfactoryGoodGood7003
October 199594.3Functionally obsoleteGoodVery GoodVery Good8400
March 199394.3Functionally obsoleteGoodVery GoodVery Good8400
August 199094.3Functionally obsoleteGoodVery GoodVery Good8400