Test 2019-06-15-1-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 7613
DEA: 071218W4
EFIS: 0700021119
DIST-CO-RTE-PM07-LA-5-29.4/31.6
Work DescriptionREALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS.
Location DescriptionLOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING
Sample Information
Sample Taken Date6/15/2019 Sample Unique Key1
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 testing6/19/2019
Sample typeVerification A brief description of the sample1/2 RHMA-G-SP
The quantity of what the sample constitutesPSE 6 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Sun Valley Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0353G-19
The fabricator/manufacturer/facility nameSheldon, Boulevard, Big Rock Creek 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)Sheldon, Boulevard, Big Rock Creek
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G-SP The fabricator/manufacturer designation for the sample326120 SVA3 VLO
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2019-06-15-1
DIME Test ID: 2019-06-15-1-2
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: 2019-07-03
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: 06/22/2019
Weighted average percentage of fractured, coarse, 2 faced particles:96 %
Weighted average percentage of fractured, coarse, 1 faced particles:99 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/03/2019