Test 2019-06-28-3-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 213749
DEA: 120C1104
EFIS: 1200000633
DIST-CO-RTE-PM12-ORA-57-20.3/21.6
Work DescriptionWIDEN BRIDGES AND CONSTRUCT RW, SW, HMA, JPCP AND ELECTRICAL SYSTEMS.
Location DescriptionORANGE COUNTY IN BREA FROM 0.6 MILE SOUTH TO 0.7 MILE NORTH OF LAMBERT ROAD UNDERCROSSING
Sample Information
Sample Taken Date6/28/2019 Sample Unique Key3
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 testing6/28/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15
The quantity of what the sample constitutesJMF 8 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Corona Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0389A-19
The fabricator/manufacturer/facility nameVulcan Corona, Pacific Clay Products 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)Vulcan Corona, Pacific Clay Products
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample220831 CORD SJR
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 Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2019-06-28-3
DIME Test ID: 2019-06-28-3-2
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: 07/09/2019
Weighted average percentage of fractured, coarse, 2 faced particles:100 %
Weighted average percentage of fractured, coarse, 1 faced particles:100 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/22/2019