Test 2021-07-23-14-7 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 215756
DEA: 074W9304
EFIS: 0720000195
DIST-CO-RTE-PM07-LA-105-R0.0/R12.9
Work DescriptionAPPLY SLURRY SEAL TO ROADWAY.
Location DescriptionLOS ANGELES COUNTY IN EL SEGUNDO AND LYNWOOD FROM CALIFORNIA STREET TO ATLANTIC AVENUE UNDERCROSSING
Sample Information
Sample Taken Date7/23/2021 Sample Unique Key14
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 testing8/3/2021
Sample typeVerification A brief description of the sampleJMF 1/2" HMA-A-SP R15, 0.5% LAS
The quantity of what the sample constitutes3 Bags of Coldfeed Aggregate, 2 Bags of RAP From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Irwindale Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0442A-21
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 sample1/2 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number320819A IRW VLO 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 Size1/2 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2021-07-23-14
DIME Test ID: 2021-07-23-14-7
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: 2021-08-10
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: Satish Jain
Date of test: 08/06/2021
Percentage of fractured, coarse, 2 faced particles tested:98 %
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 08/10/2021