Test 2020-03-27-3-3 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
Sample Information
Sample Taken Date3/27/2020 Sample Unique Key3
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 testing3/27/2020
Sample typeVerification A brief description of the sample1/2" Untreated Aggregate for Type A HMA mix design
The quantity of what the sample constitutes4 bags 1/2", 4 bags 3/8", 1 bag 1/4", and 1 bag mineral filler From where was the sample collectedSource
First name of sampler or witnessed byEd Last name of sampler or witnessed byGamboa
Title of samplerMREA Laboratory sample identification20-JMF-0040
The fabricator/manufacturer/facility nameSyar Industries Transportation Laboratory (TL) NumberNA
Inspector Lot Number from the Transportation Laboratory (TL) FormNA Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-48-0002::LAKE HERMAN QUARRY
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 collectedBins 1, 2, 3, and 4
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 JMF3513-2020-103
Test Details
DIME Sample ID: 2020-03-27-3
DIME Test ID: 2020-03-27-3-3
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2020-04-07
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Jay Horton
Date of test: 04/02/2020
Clay Level (Test 1): 6.1
Sand Level (Test 1): 4.2
Clay Level (Test 2): 6
Sand Level (Test 2): 4.1
Clay Level (Test 3): 5.8
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 69
Sand Equivalent (Test 2): 69
Sand Equivalent (Test 3): 73
Sand Equivalent:71
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/07/2020