Test 2020-05-20-3-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214314
DEA: 081F6904
EFIS: 0815000016
DIST-CO-RTE-PM08-RIV-79-0.0/15.6
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE RHMA-G.
Location DescriptionRIVERSIDE COUNTY NEAR TEMECULA FROM SAN DIEGO COUNTY LINE TO 0.4 MILE EAST OF BUTTERFIELD STAGE ROAD
Sample Information
Sample Taken Date5/20/2020 Sample Unique Key3
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 testing5/21/2020
Sample typeVerification A brief description of the sample3/4 RHMA-G-SP Aggregate
The quantity of what the sample constitutesPSUE 2 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byAll American Asphalt Corona Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0265G-20
The fabricator/manufacturer/facility nameAll American Asphalt 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)91-33-0005::ALL AMERICAN ASPHALT
The fabricator's/manufacturer's product name for the sample3/4 RHMA-G-SP The fabricator/manufacturer designation for the sampleUnknown
The plant number106835 A detailed description of where the material sample was collectedBelt Cut at All American Corona 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: 2020-05-20-3
DIME Test ID: 2020-05-20-3-2
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: 2020-06-02
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: 05/26/2020
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:100 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 06/02/2020