Test 2020-07-08-26-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214630
DEA: 073W7704
EFIS: 0717000100
DIST-CO-RTE-PM07-LA-60-R25.5/R30.5
Work DescriptionCOLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE RHMA-G.
Location DescriptionLOS ANGELES COUNTY IN DIAMOND BAR AND POMONA FROM DIAMOND BAR BOULEVARD UNDERCROSSING TO SAN BERNARDINO COUNTY LINE.
Sample Information
Sample Taken Date7/8/2020 Sample Unique Key26
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 testing7/17/2020
Sample typeVerification A brief description of the samplePSUE 1/2" RMHA-G-SP 0.50% LAS Aggregate
The quantity of what the sample constitutes3 Bags Coldfeed Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Irwindale Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0442G-20
The fabricator/manufacturer/facility nameVulcan Materials - 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)91-19-0035
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G-SP The fabricator/manufacturer designation for the sample
The plant number326120A IRW LTR A detailed description of where the material sample was collectedBelt Cut at Vulcan 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: 2020-07-08-26
DIME Test ID: 2020-07-08-26-2
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: 2020-07-23
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: 07/22/2020
Weighted average percentage of fractured, coarse, 2 faced particles:97 %
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 07/23/2020