Test 2020-07-23-33-7 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214805
DEA: 044Q1604
EFIS: 0419000353
DIST-CO-RTE-PM04-CC-4-R32.7/R34.0
Work DescriptionCOLD PLANE AC PAVEMENT AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT.
Location DescriptionCONTRA COSTA COUNTY IN ANTIOCH AND BRENTWOOD FROM 0.2 MILE WEST OF LONE TREE WAY UNDERCROSSING TO SAND CREEK BRIDGE
Sample Information
Sample Taken Date7/23/2020 Sample Unique Key33
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 testingNot set
Sample typeVerification A brief description of the sample3/4" RWMA-G Aggregate
The quantity of what the sample constitutes2 bags of aggregate From where was the sample collectedSource
First name of sampler or witnessed byCTInspectorIArechiga Last name of sampler or witnessed byCTInspectorIArechiga
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameTeichert Vernails 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)91-39-0041
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 collectedAutomatic Sampling Device @ Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID JMF3513-2020-179
Test Details
DIME Sample ID: 2020-07-23-33
DIME Test ID: 2020-07-23-33-7
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: 2020-08-05
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 Deneli
Date of test: 07/29/2020
Percentage of fractured, coarse, 2 faced particles tested:98 %
Percentage of fractured, coarse, 1 faced particles tested:100 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 08/05/2020