Test 2020-09-28-40-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214481
DEA: 073118U4
EFIS: 0719000209
DIST-CO-RTE-PM07-LA-107-0.0/4.8
Work DescriptionPLACE RHMA AND JPCP, AND MODIFY ELECTRICAL SYSTEM.
Location DescriptionLOS ANGELES COUNTY IN TORRANCE FROM ROUTE 1 TO REDONDO BEACH BOULEVARD
Sample Information
Sample Taken Date9/28/2020 Sample Unique Key40
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 testing10/6/2020
Sample typeVerification A brief description of the samplePSUE 3/4" RHMA-G-SP 0.5% LAS
The quantity of what the sample constitutes4 Bags Of Coldfeed Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byJulio Last name of sampler or witnessed byMartinez
Title of sampler Laboratory sample identification0578G-20
The fabricator/manufacturer/facility nameVulcan Materials-Irwindale 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)91-19-0035
The fabricator's/manufacturer's product name for the sample3/4 RHMA-G-SP The fabricator/manufacturer designation for the sample
The plant number226108A IRW LTR A detailed description of where the material sample was collectedBelt Cut at Vulcan Irwindale Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2020-09-28-40
DIME Test ID: 2020-09-28-40-2
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: 2020-10-12
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: 10/08/2020
Weighted average percentage of fractured, coarse, 2 faced particles:99 %
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 10/12/2020