Test 2021-10-12-26-7 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 215083
DEA: 07307504
EFIS: 0714000217
DIST-CO-RTE-PM07-LA-101-11.8/31.1
Work DescriptionPLACE RHMA-G, MODIFY RAMP METERING AND SIGNAL AND LIGHTING SYSTEMS.
Location DescriptionLOS ANGELES COUNTY FROM TUJUNGA AVENUE UNDERCROSSING TO LAS VIRGENES ROAD OVERCROSSING
Sample Information
Sample Taken Date10/12/2021 Sample Unique Key26
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 testing10/14/2021
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP R15, 0.5% LAS
The quantity of what the sample constitutes10 Bags of Aggregate, 1 Bag of RAP 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 identification0588A-21
The fabricator/manufacturer/facility nameVulcan Sun Valley 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 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number220831 SVA SJR A detailed description of where the material sample was collectedBelt Cut at Vulcan Sun Valley 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: 2021-10-12-26
DIME Test ID: 2021-10-12-26-7
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: 2021-10-25
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: 10/18/2021
Percentage of fractured, coarse, 2 faced particles tested:99 %
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 10/25/2021