Summary for Test 2022-04-20-39-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 993398
DEA: 07319204
EFIS: 0716000020
DIST-CO-RTE-PM07-LA-91,105,110,405-Various
Award Date01/05/2022
Closeout Date08/25/2022
Work DescriptionCOLD PLANE, AND PLACE RUBBERIZED HMA AND RUMBLE STRIPS.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 12/06/2021)

Sample Information

Sample Taken Date04/20/2022 Sample Unique Key39
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 testing04/26/2022
Sample typeVerification A brief description of the samplePSUE 1/2" RWMA-G-SP 0.35% Evotherm
The quantity of what the sample constitutes4 Bags Agg., 1 Bag CRM, 1 Bag Hi-Nat 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 identification0253G-22 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAll American Asphalt-Irvine 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)91-33-0005
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number108836 A detailed description of where the material sample was collectedBelt Cut at All American Irvine 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: 2022-04-20-39
DIME Test ID: 2022-04-20-39-5
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: 2022-06-21

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 05/03/2022
Clay Level (Test 1): 5
Sand Level (Test 1): 3.2
Clay Level (Test 2): 6.2
Sand Level (Test 2): 4.1
Clay Level (Test 3): 5.5
Sand Level (Test 3): 3.5
Sand Equivalent (Test 1): 64
Sand Equivalent (Test 2): 67
Sand Equivalent (Test 3): 64
Sand Equivalent: 65
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/21/2022