Test 2020-07-31-14-6 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214901
DEA: 044Q3304
EFIS: 0419000378
DIST-CO-RTE-PM04-CC-24-R0.4/1.0
Work DescriptionCOLD PLANE PAVEMENT AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT.
Location DescriptionCONTRA COSTA COUNTY FROM FISH RANCH ROAD TO 0.2 MILE WEST OF GATEWAY BOULEVARD OVERCROSSING
Sample Information
Sample Taken Date7/31/2020 Sample Unique Key14
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing12/31/2019
Sample typeVerification A brief description of the sampleMix Aggregates to use in 1/2" RHMA-O-WMA
The quantity of what the sample constitutes18 Bags (Shipped in 3 group of 6) From where was the sample collectedFabricator
First name of sampler or witnessed byLisa Last name of sampler or witnessed byNordine
Title of samplerQC Lab Tech Laboratory sample identification
The fabricator/manufacturer/facility nameDSG Sunol Plant 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)91-01-0007
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedSample collected from DSG Sonul
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID JMF3513-2020-190
Test Details
DIME Sample ID: 2020-07-31-14
DIME Test ID: 2020-07-31-14-6
Testing Lab: CT D04 - DME / District Lab
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: 2020-08-19
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: Reza Dineli
Date of test: 08/06/2020
Percentage of fractured, coarse, 2 faced particles tested:96 %
Percentage of fractured, coarse, 1 faced particles tested:100 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/19/2020