Test 2021-06-23-23-7 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 215535
DEA: 081L6704
DIST-CO-RTE-PM08-SBD-62-15.1/29.3
Work DescriptionREPLACE ASPHALT CONCRETE SURFACING, SLURRY SEAL, AND STRIPING.
Location DescriptionSAN BERNARDINO COUNTY AT AND NEAR JOSHUA TREE FROM YUCCA MESA ROAD TO BERMUDA AVENUE
Sample Information
Sample Taken Date6/23/2021 Sample Unique Key23
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 testing7/7/2021
Sample typeVerification A brief description of the sampleJMF 3/4" HMA-A-SP R22 0.75% LAS
The quantity of what the sample constitutes6 Bags of Combined Aggregate, 4 Bags of Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byMatich Cabazon Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0405A-21
The fabricator/manufacturer/facility nameMatich Cabazon 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)91-33-0008
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R22 The fabricator/manufacturer designation for the sample
The plant numberCHP 64D A detailed description of where the material sample was collectedBelt Cut at Matich Cabazon 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: 2021-06-23-23
DIME Test ID: 2021-06-23-23-7
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: 2021-07-19
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: 07/14/2021
Percentage of fractured, coarse, 2 faced particles tested:97 %
Percentage of fractured, coarse, 1 faced particles tested:98 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/19/2021