Test 2021-06-28-19-7 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 215534
DEA: 081K8404
DIST-CO-RTE-PM08-SBD-247-39.0/42.0&46.0/70.0
Work DescriptionRUBBERIZED HMA AND HIGH DENSITY POLYURETHANE MATERIAL INJECTION.
Location DescriptionSAN BERNARDINO COUNTY AT LUCERNE VALLEY FROM 0.5 MILE SOUTH OF CAMP ROCK ROAD TO 0.1 MILE SOUTH OF MIDWAY AVENUE AND FROM 1.1 MILES SOUTH OF HOLMES ROAD TO 1.2 MILES NORTH OF STODDARD VALLEY ROAD
Sample Information
Sample Taken Date6/28/2021 Sample Unique Key19
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 testing6/29/2021
Sample typeVerification A brief description of the samplePSUE 1/2" RHMA-G- WMA 0.6% Evotherm
The quantity of what the sample constitutes4 Bags Of Agg. From where was the sample collectedManufacturer
First name of sampler or witnessed byAlex Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0394G-21
The fabricator/manufacturer/facility nameBlue Diamond Materials-Victorville 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)91-36-0046,91-36-0106
The fabricator's/manufacturer's product name for the sample1/2 RWMA-G-SP 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 Victorville 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: 2021-06-28-19
DIME Test ID: 2021-06-28-19-7
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: 2021-07-07
Test Results

Method: 1 - Combined 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: 07/03/2021
Percentage of fractured, coarse, 2 faced particles tested:98 %
Percentage of fractured, coarse, 1 faced particles tested:99 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/07/2021