Test 2021-03-18-4-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214939
DEA: 120P5804
EFIS: 1215000148
DIST-CO-RTE-PM12-ORA-90-2.6/5.1
Work DescriptionCOLD PLANE AC, PLACE RHMA, REPLACE ROADSIDE SIGNS, LOOPS & RESTRIPE.
Location DescriptionORANGE COUNTY IN FULLERTON AND BREA FROM HARBOR BOULEVARD TO RANDOLPH AVENUE
Sample Information
Sample Taken Date3/18/2021 Sample Unique Key4
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 testing3/22/2021
Sample typeVerification A brief description of the samplePSUE 3/4" RWMA-G-SP, 0.5% Eveotherm
The quantity of what the sample constitutes3 Bags of Coldfeed Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byRJ Noble Orange Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0164G-21
The fabricator/manufacturer/facility nameRJ Noble Orange 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)91-33-0035, 91-33-0039
The fabricator's/manufacturer's product name for the sample3/4 RWMA-G-SP The fabricator/manufacturer designation for the sample
The plant number49R003ARSPWEO A detailed description of where the material sample was collectedBelt Cut at RJ Noble Orange 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: 2021-03-18-4
DIME Test ID: 2021-03-18-4-2
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: 2021-03-29
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: Danilo Ferrer
Date of test: 03/23/2021
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 03/29/2021