Test 2021-03-29-13-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214850
DEA: 081K1404
EFIS: 0818000200
DIST-CO-RTE-PM08-RIV-10-R139.0/R155.0
Work DescriptionSTRUCTURE CONCRETE, FURNISH AND PLACE POLYESTER CONCRETE.
Location DescriptionRIVERSIDE COUNTY IN AND NEAR BLYTHE FROM ISORA DITCH TO ROUTE 10/95 SEPARATION
Sample Information
Sample Taken Date3/29/2021 Sample Unique Key13
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 testing4/6/2021
Sample typeVerification A brief description of the sampleJMF 1/2" HMA-A-SP R15 0.5% LAS
The quantity of what the sample constitutes8 Bags of Aggregate, 2 Bags of RAP From where was the sample collectedManufacturer
First name of sampler or witnessed byChris Last name of sampler or witnessed byLawless
Title of sampler Laboratory sample identification0194A-21
The fabricator/manufacturer/facility nameCalifornia Commercial Asphalt - Coachella 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)91-33-0084
The fabricator's/manufacturer's product name for the sample1/2 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number41217333 A detailed description of where the material sample was collectedBelt Cut at California Commercial Asphalt Coachella 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: 2021-03-29-13
DIME Test ID: 2021-03-29-13-2
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: 2021-04-28
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: Michael Magana
Date of test: 04/16/2021
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 04/28/2021