Test 2020-08-19-16-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214885
DEA: 080K1234
EFIS: 0815000242
DIST-CO-RTE-PM08-SBD-15-64.6/75.3
Work DescriptionCOLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE RHMA-G.
Location DescriptionSAN BERNARDINO COUNTY FROM 1.2 MILES SOUTH OF SIDEWINDER ROAD OVERCROSSING TO MOJAVE RIVER BRIDGE
Sample Information
Sample Taken Date8/19/2020 Sample Unique Key16
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 testing8/25/2020
Sample typeVerification A brief description of the sampleJMF3/4" RHMA-G-SP, 1.0% LSM
The quantity of what the sample constitutes11 Bags Agg., 3 Bags Coldfeed Agg., From where was the sample collectedManufacturer
First name of sampler or witnessed byBlue Diamond Materials Victorville Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0517-20
The fabricator/manufacturer/facility nameBlue Diamond-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)91-36-0106, 91-36-0046,91-36-0040
The fabricator's/manufacturer's product name for the sample3/4 RHMA-G-SP The fabricator/manufacturer designation for the sample
The plant number300072 LSM LC A detailed description of where the material sample was collectedBelt Cut at Blue Diamond Materials-Victorville
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: 2020-08-19-16
DIME Test ID: 2020-08-19-16-2
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: 2020-08-31
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: 08/28/2020
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 08/31/2020