Test 2020-12-15-18-4 (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 Date12/15/2020 Sample Unique Key18
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 testing1/6/2021
Sample typeVerification A brief description of the sampleBags of Aggregate
The quantity of what the sample constitutesOne JMFPP Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byCJ Last name of sampler or witnessed bySousa
Title of samplerQC Laboratory sample identificationD5 21-J-001
The fabricator/manufacturer/facility nameSyar Todd Batch 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)91-49-0004
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 collectedAt the 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
Test Details
DIME Sample ID: 2020-12-15-18
DIME Test ID: 2020-12-15-18-4
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: 2021-01-22
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Daniel Gingras
Date of test: 01/12/2021
Clay Level (Test 1): 5.9
Sand Level (Test 1): 3.7
Clay Level (Test 2): 6
Sand Level (Test 2): 3.8
Clay Level (Test 3): 6
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 63
Sand Equivalent (Test 2): 64
Sand Equivalent (Test 3): 62
Sand Equivalent:63
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 01/22/2021