Summary for Test 2019-11-15-7-1

Test performed: AASHTO T335-09r13

Project Information

Project Identifiers
DEA: No Project
DIST-CO-RTE-PM---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project identifier for material not associated with a project
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date11/15/2019 Sample Unique Key7
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 testing11/15/2019
Sample typeQuality Control A brief description of the sampleCombined 1/2" Type A (Virgin Aggregate)
The quantity of what the sample constitutesJMF Submittal From where was the sample collectedManufacturer
First name of sampler or witnessed bySampler First Name Last name of sampler or witnessed bySampler Last Name
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Pleasanton 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)91-01-0010::CALMAT/PLEASANTON
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 collectedUntreated Stockpile
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 HMA Design ID JMF3512-2019-144-320819_TEST_11/2019

Test Details

DIME Sample ID: 2019-11-15-7
DIME Test ID: 2019-11-15-7-1
Testing Lab: CT HQ - Hot Mix Asphalt 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: 2019-11-16

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: Clinton Edmiston
Date of test: 11/15/2019
Weighted average percentage of fractured, coarse, 2 faced particles:92 %
Weighted average percentage of fractured, coarse, 1 faced particles:98 %
Percentage of fractured, fine, 1 faced particles tested:95 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/16/2019