Summary for Test 2021-03-30-18-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date03/30/2021 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 testing04/02/2021
Sample typeAggregate Prequalification Program A brief description of the sampleJMF Prequalification 1/2" RHMA-G-SP 0.5% LAS
The quantity of what the sample constitutes4 Bags of Combined Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byGerardo Last name of sampler or witnessed byZubieta
Title of sampler Telephone number of sampler
Laboratory sample identification0191G-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Irwindale 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, name of Pit or Job Site)91-33-0035::EAGLE VALLEY QUARRY
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G-SP 0.5 LAS The fabricator/manufacturer designation for the sample
The plant number326120A IRW LTR A detailed description of where the material sample was collectedBelt Cut at Vulcan Irwindale Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-03-30-18
DIME Test ID: 2021-03-30-18-6
Testing Lab: CT D08 - Fontana 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: 2021-04-28

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 04/16/2021
Clay Level (Test 1): 5.8
Sand Level (Test 1): 3.7
Clay Level (Test 2): 6
Sand Level (Test 2): 3.7
Clay Level (Test 3): 5.8
Sand Level (Test 3): 3.5
Sand Equivalent (Test 1): 64
Sand Equivalent (Test 2): 62
Sand Equivalent (Test 3): 61
Sand Equivalent: 63
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/28/2021