Test 2019-03-22-8-1 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 213309
DEA: 081H0904
EFIS: 0816000141
Sample Information
Sample Taken Date3/22/2019 Sample Unique Key8
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 testing3/26/2019
Sample typeVerification A brief description of the sample3/4" RHMA-G-SP Aggregate
The quantity of what the sample constitutesJMF 6 Bags From where was the sample collectedFabricator
First name of sampler or witnessed byAAA Corona QC Last name of sampler or witnessed byAAA Corona QC
Title of sampler Laboratory sample identification0199G-19
The fabricator/manufacturer/facility nameAll American Asphalt Corona Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-33-0005::ALL AMERICAN ASPHALT
The fabricator's/manufacturer's product name for the sample106835 The fabricator/manufacturer designation for the sampleUnknown
The plant numberCorona A detailed description of where the material sample was collectedBelt cut of Coarse and Fine Aggregate at Source
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
Test Details
DIME Sample ID: 2019-03-22-8
DIME Test ID: 2019-03-22-8-1
Testing Lab: CT - Southern Regional 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: 2019-05-07
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Husni Ankir
Date of test: 03/28/2019
Clay Level (Test 1): 6.3
Sand Level (Test 1): 3.8
Clay Level (Test 2): 6.2
Sand Level (Test 2): 3.8
Clay Level (Test 3): 6.3
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 61
Sand Equivalent (Test 2): 62
Sand Equivalent (Test 3): 59
Sand Equivalent:61
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/30/2019