Test 2019-03-13-16-4 (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 Date3/13/2019 Sample Unique Key16
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 testing3/27/2019
Sample typeVerification A brief description of the sampleBags of Aggregate
The quantity of what the sample constitutes4 bags From where was the sample collectedOther
First name of sampler or witnessed byBrent Last name of sampler or witnessed byBarber
Title of samplerField Inspector Laboratory sample identification19-J-015
The fabricator/manufacturer/facility namePapich Paso Robles Transportation Laboratory (TL) NumberD5
Inspector Lot Number from the Transportation Laboratory (TL) FormN/A Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-10-0006::AVENAL AGGREGATES
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedHot Drop at the Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2019-54
Test Details
DIME Sample ID: 2019-03-13-16
DIME Test ID: 2019-03-13-16-4
Testing Lab: CT D05 - Field 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: 2019-04-22
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Daniel Gingras
Date of test: 04/15/2019
Clay Level (Test 1): 5.9
Sand Level (Test 1): 4
Clay Level (Test 2): 5.7
Sand Level (Test 2): 4
Clay Level (Test 3): 5.7
Sand Level (Test 3): 4.1
Sand Equivalent (Test 1): 68
Sand Equivalent (Test 2): 71
Sand Equivalent (Test 3): 72
Sand Equivalent:71
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/22/2019