Test 2021-05-03-9-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214845
DEA: 073W9004
EFIS: 0717000130
DIST-CO-RTE-PM07-LA-405-0.3/6.7
Work DescriptionCOLD PLANE AC PAVEMENT AND OVERLAY RUBBERIZED HOT MIX ASPHALT-G.
Location DescriptionLOS ANGELES COUNTY IN LONG BEACH FROM ATHERTON STREET UNDERCROSSING TO PACIFIC AVENUE UNDERCROSSING
Sample Information
Sample Taken Date5/3/2021 Sample Unique Key9
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 testing5/6/2021
Sample typeVerification A brief description of the samplePSUE 1/2" RHMA-G-SP, 1.0% LAS
The quantity of what the sample constitutes5 Bags Combined Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byCesar Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0262G-21
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
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G-SP The fabricator/manufacturer designation for the sample
The plant number106836 A detailed description of where the material sample was collectedBelt Cut at All American Irwindale Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2021-05-03-9
DIME Test ID: 2021-05-03-9-2
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: 2021-05-17
Test Results

Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Michael Magana
Date of test: 05/12/2021
Percentage of fractured, coarse, 2 faced particles tested:100 %
Percentage of fractured, coarse, 1 faced particles tested:100 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/17/2021