Test 2021-08-12-42-4 (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 Date8/12/2021 Sample Unique Key42
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 testing8/30/2021
Sample typeVerification A brief description of the sample3/4" HMA (Drum Plant)
The quantity of what the sample constitutes_ From where was the sample collectedManufacturer
First name of sampler or witnessed byHarish Last name of sampler or witnessed byThakur
Title of samplerTET Laboratory sample identification
The fabricator/manufacturer/facility nameGranite Pleasanton Transportation Laboratory (TL) Number21-JMFPP-0159
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)91-01-0009
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 collectedPlant
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: 2021-08-12-42
DIME Test ID: 2021-08-12-42-4
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: 2021-09-02
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Ryan Kester
Date of test: 09/02/2021
Clay Level (Test 1): 5.1
Sand Level (Test 1): 4.1
Clay Level (Test 2): 4.9
Sand Level (Test 2): 4
Clay Level (Test 3): 5
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 81
Sand Equivalent (Test 2): 82
Sand Equivalent (Test 3): 80
Sand Equivalent:81
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/02/2021