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GLORIA DRIVE over MAIN CANAL

Map 

Coordinates:
+38.49778, -121.54417
38°29'52" N, 121°32'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GLORIA DRIVE over MAIN CANAL
Structure number:24C0292
Location:.7 MI W/O FLORIN RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:24.3 ft. [7.4 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Skew angle:16°
Owner:City or Municipal Highway Agency [04]
Year built:1979
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:4,080 [as of 2005]
Truck traffic:10% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:84.8 tons [77.1 metric tons]
Inventory rating:50.9 tons [46.3 metric tons]
Sufficiency rating:92.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201592.4Not deficientVery GoodVery GoodVery Good4080
May 201292.4Not deficientSatisfactoryGoodGood4080
May 201089.4Structurally deficientPoorGoodGood4072
October 200889.4Structurally deficientPoorGoodGood4072
July 200689.4Structurally deficientPoorGoodGood4072
January 200489.4Structurally deficientPoorGoodGood4072
February 200289.4Structurally deficientPoorGoodGood4072
September 199492.9Not deficientGoodGoodGood500
August 199292.9Not deficientVery GoodVery GoodVery Good500
May 199092.9Not deficientVery GoodVery GoodVery Good500