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GLORIA DR over INTERSTATE 5

Map 

Coordinates:
+38.50917, -121.52167
38°30'33" N, 121°31'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GLORIA DR over INTERSTATE 5
Structure number:24 0258
Location:03-SAC-005-18.19-SAC
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:104.0 ft. [31.7 m]
Total length:210.0 ft. [64.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1974
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:2
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:8,900 [as of 2010]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:88.8 tons [80.7 metric tons]
Sufficiency rating:94.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201494.1Not deficientVery GoodVery GoodVery Good8900
June 201294.1Not deficientGoodGoodGood8900
December 201094.1Not deficientGoodGoodGood8900
June 200894.1Not deficientGoodGoodGood8900
September 200694.1Not deficientGoodGoodGood8900
March 200394.1Not deficientGoodGoodGood8900
February 200196.1Not deficientGoodGoodGood8900
March 199796.1Not deficientGoodGoodGood8900
April 199596.3Not deficientSatisfactoryGoodVery Good8900
September 199396.3Not deficientSatisfactoryGoodVery Good8900
July 199196.3Not deficientSatisfactoryGoodVery Good8900