Test 2019-02-22-15-3 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 99999
DEA: 0322222
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
Work DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Sample Information
Sample Taken Date2/22/2019 Sample Unique Key15
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 testing2/22/2019
Sample typeVerification A brief description of the sample1/2" Virgin Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byDan Last name of sampler or witnessed byWeaver
Title of sampler Laboratory sample identification19-J-002
The fabricator/manufacturer/facility nameSierra Pacific - Avenal Transportation Laboratory (TL) NumberC955245
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)91-10-0006
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 collectedSource
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 JMF3513-2019-91
Test Details
DIME Sample ID: 2019-02-22-15
DIME Test ID: 2019-02-22-15-3
Testing Lab: CT HQ - Hot Mix Asphalt 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: 2019-12-31
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Clinton Edmiston
Date of test: 02/22/2019
Clay Level (Test 1): 4.2
Sand Level (Test 1): 3.7
Clay Level (Test 2): 4.3
Sand Level (Test 2): 3.8
Clay Level (Test 3): 4.4
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 89
Sand Equivalent (Test 2): 89
Sand Equivalent (Test 3): 89
Sand Equivalent:89
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/31/2019