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N710-W60 CONNECTOR over I 710 & SR 60,CONS,STS

Map 

Coordinates:
+34.03667, -118.16833
34°02'12" N, 118°10'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N710-W60 CONNECTOR over I 710 & SR 60,CONS,STS
Structure number:53 1714G
Location:07-LA-710-24.61-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:124.0 ft. [37.8 m]
Total length:2132.7 ft. [650.0 m]
Roadway width between curbs:34.5 ft. [10.5 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1967
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:21
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: July 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:44,700 [as of 2010]
Truck traffic:8% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:65.8 tons [59.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:85.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201685.2GoodGoodGoodGoodFO44700
July 201485.2FairSatisfactoryGoodVery GoodFO44700
July 201284.2FairFairGoodGoodFO44700
November 201087.0FairFairGoodGoodFO26100
July 200888.1GoodGoodGoodGoodFO26100
November 200688.1GoodGoodGoodGoodFO26100
July 200488.1GoodGoodGoodGoodFO26100
July 200290.2GoodGoodGoodGood-26100
May 200190.1GoodGoodGoodGood-26100
December 199790.1GoodGoodGoodGoodFO26100
November 199487.8GoodVery GoodVery GoodVery GoodFO26100
April 199287.8GoodVery GoodVery GoodVery GoodFO26100