Test 2020-06-02-5-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 213808
DEA: 080N6704
EFIS: 0800000536
DIST-CO-RTE-PM08-RIV-74-28.1/37.4
Work DescriptionCONSTRUCT RAISED MEDIAN AND LEFT TURN LANES.
Location DescriptionRIVERSIDE COUNTY NEAR HEMET FROM 0.6 MILE EAST OF ROUTE 215 TO 0.4 MILE WEST OF ACACIA AVENUE.
Sample Information
Sample Taken Date6/2/2020 Sample Unique Key5
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing6/3/2020
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R24 Aggregates and RAP
The quantity of what the sample constitutesPSUE 9 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byCalifornia Commercial Asphalt Lake Elsinore Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0293A-20
The fabricator/manufacturer/facility nameCalifornia Commecial Asphalt Lake Elsinore Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-33-0098, 91-33-0011
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R24 The fabricator/manufacturer designation for the sampleUnknown
The plant number53417315 A detailed description of where the material sample was collectedBelt Cut at California Commercial Asphalt Lake Elsinore Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2020-06-02-5
DIME Test ID: 2020-06-02-5-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2020-06-10
Test Results

Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 06/06/2020
Weighted average percentage of fractured, coarse, 2 faced particles:100 %
Weighted average percentage of fractured, coarse, 1 faced particles:100 %
Percentage of fractured, fine, 1 faced particles tested:99 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 06/10/2020