Summary for Test 2021-08-27-13-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214532
DEA: 07316904
EFIS: 0715000227
DIST-CO-RTE-PM07-LA-1,2,5,10-Various
Award Date01/24/2020
Closeout DateNot set
Work DescriptionTUNNEL LIGHTING, MESSAGE SIGN SYSTEMS, RETAINING WALL & BUILDING WORK.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/15/2020)

Sample Information

Sample Taken Date08/27/2021 Sample Unique Key13
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 testing08/31/2021
Sample typeVerification A brief description of the samplePSUE 1/2" RHMA-G-WMA 0.6% Evo
The quantity of what the sample constitutes4 Bags of Combined Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byVictor Last name of sampler or witnessed byPham
Title of sampler Telephone number of sampler
Laboratory sample identification0510G-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameBlue Diamond Material-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 or name of Pit)91-19-0052
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G-WMA The fabricator/manufacturer designation for the sample
The plant number300191 WMA A detailed description of where the material sample was collectedBelt Cut at Blue Diamond 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 JMF Verification ID

Test Details

DIME Sample ID: 2021-08-27-13
DIME Test ID: 2021-08-27-13-5
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: 2021-09-07

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 09/03/2021
Clay Level (Test 1): 4.6
Sand Level (Test 1): 3.7
Clay Level (Test 2): 4.8
Sand Level (Test 2): 4
Clay Level (Test 3): 4.9
Sand Level (Test 3): 4.1
Sand Equivalent (Test 1): 81
Sand Equivalent (Test 2): 84
Sand Equivalent (Test 3): 84
Sand Equivalent:83
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/7/2021