Test 2019-10-04-15-7 (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 Date10/4/2019 Sample Unique Key15
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 testing10/4/2019
Sample typeQuality Control A brief description of the sampleaggregate
The quantity of what the sample constitutes4 Bags From where was the sample collectedSupplier
First name of sampler or witnessed byGarco Last name of sampler or witnessed byGarco
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameGranite Pleasanton 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)91-01-0009
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 collectedStockpile @ Plant
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 HMA Design ID
Test Details
DIME Sample ID: 2019-10-04-15
DIME Test ID: 2019-10-04-15-7
Testing Lab: Granite Construction - Coastal
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: 2021-07-08
Test Results

How many times will the test be run?: 3 Times
Input Type: Calculated
Tester's full name: Gwynn Neilson
Date of test: 10/04/2019
Sand Equivalent (Test 1): 80
Sand Equivalent (Test 2): 84
Sand Equivalent (Test 3): 78
Sand Equivalent:81
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/08/2021