Test 2020-07-17-32-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214860
DEA: 120R8904
DIST-CO-RTE-PM12-ORA-133,5-8.3/10.1,22.7/23.0
Work DescriptionCOLD PLANE AC PAVEMENT, PLACE RHMA & THERMOPLASTIC TRAFFIC STRIPING.
Location DescriptionORANGE COUNTY IN IRVINE FROM ROUTE 133/405 SEPARATION TO MARINE WAY UNDERCROSSING
Sample Information
Sample Taken Date7/17/2020 Sample Unique Key32
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 testing7/28/2020
Sample typeVerification A brief description of the samplePSUE 1/2" RHMA-G-SP 1.0% LAS
The quantity of what the sample constitutes3 Bags Of Coldfeed Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byVictor Last name of sampler or witnessed byPham
Title of sampler Laboratory sample identification0465G-20
The fabricator/manufacturer/facility nameAAA Irvine 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 Irvine 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: 2020-07-17-32
DIME Test ID: 2020-07-17-32-2
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: 2020-08-03
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: 07/31/2020
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 08/03/2020