Test 2020-07-30-20-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214859
DEA: 120R8804
EFIS: 1219000050
DIST-CO-RTE-PM12-ORA-39-19.0/22.6
Work DescriptionCOLD PLANE AC PAVEMENT, PLACE RHMA AND INDUCTIVE LOOP DETECTOR.
Location DescriptionIN ORANGE COUNTY IN LA HABRA FROM WESTRIDGE PLAZA NORTH TO HARBOR BOULEVARD
Sample Information
Sample Taken Date7/30/2020 Sample Unique Key20
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 testing7/31/2020
Sample typeVerification A brief description of the sampleJMF 1/2" RHMA-G-WMA 0.6% Evotherm
The quantity of what the sample constitutes4 Bags Combined Agg., From where was the sample collectedManufacturer
First name of sampler or witnessed byLoi Last name of sampler or witnessed byNguyen
Title of sampler Laboratory sample identification0472G-20
The fabricator/manufacturer/facility nameBlue Diamond Material-Irwindale 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)91-19-0052
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number300191 WMA A detailed description of where the material sample was collectedBelt Cut at Blue Diamond Irwindale Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2020-07-30-20
DIME Test ID: 2020-07-30-20-2
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: 2020-08-10
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: 08/05/2020
Weighted average percentage of fractured, coarse, 2 faced particles:98 %
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 08/10/2020