Summary for Test 2020-11-24-9-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date11/24/2020 Sample Unique Key9
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 testing11/30/2020
Sample typeVerification A brief description of the sample3/4" Aggregate for JMF Verification
The quantity of what the sample constitutes2 bags RAP 1 bag mineral filler 3 bags for each bin 1-4 From where was the sample collectedSource
First name of sampler or witnessed byDonald Last name of sampler or witnessed byZuniga
Title of samplerTET Telephone number of sampler4084215620
Laboratory sample identification20-JMFPP-0228 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSyar Industries Transportation Laboratory (TL) Number911412
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-48-0002::LAKE HERMAN QUARRY
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sampleBatch plant bins
The plant number A detailed description of where the material sample was collectedCold feeds
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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-11-24-9
DIME Test ID: 2020-11-24-9-2
Testing Lab: CT HQ - Sacramento Aggregate Testing 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: 2020-12-03

Test Results


Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Measured
Tester's full name: Jay Horton
Date of test: 12/02/2020
Mass of fractured, coarse, 2 faced particles tested: 1016.6 g
Mass of questionable, coarse, 2 faced particles tested: 3.8 g
Mass of unfractured, coarse, 2 faced particles tested: 0 g
Mass of fractured, coarse, 1 faced particles tested: 1016.6 g
Mass of questionable, coarse, 1 faced particles tested: 3.8 g
Mass of unfractured, coarse, 1 faced particles tested: 0 g
Mass of fractured, fine, 1 faced particles tested: 28.2 g
Mass of questionable, fine, 1 faced particles tested: 0 g
Mass of unfractured, fine, 1 faced particles tested: 0 g
Percentage of questionable, coarse, 2 faced particles tested: 0 %
Percentage of questionable, coarse, 1 faced particles tested: 0 %
Percentage of questionable, fine, 1 faced particles tested: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 100 %
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 12/3/2020