Test 2019-08-02-10-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 211650
DEA: 07293504
EFIS: 0713000215
DIST-CO-RTE-PM07-LA-138-58.8/60.2
Work DescriptionWIDEN ROUTE 138 AND CONSTRUCT DRAINAGE FACILITIES.
Location DescriptionLOS ANGELES COUNTY AT PEARBLOSSOM 0.3 MILE WEST OF 121ST STREET TO LONGVIEW ROAD
Sample Information
Sample Taken Date8/2/2019 Sample Unique Key10
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 testing8/7/2019
Sample typeVerification A brief description of the sample3/4 RHMA-G-SP
The quantity of what the sample constitutesJMF 8 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Palmdale Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0469G-19
The fabricator/manufacturer/facility namePalmdale Quarry 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)91-19-0020::PALMDALE
The fabricator's/manufacturer's product name for the sample3/4 RHMA-G-SP The fabricator/manufacturer designation for the sample226108 PAL SJR
The plant numberUnknown A detailed description of where the material sample was collectedBelt cut at Vulcan Palmdale Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2019-08-02-10
DIME Test ID: 2019-08-02-10-2
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: 2019-08-22
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: 08/09/2019
Weighted average percentage of fractured, coarse, 2 faced particles:98 %
Weighted average percentage of fractured, coarse, 1 faced particles:98 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/22/2019