Summary for Test 2022-03-07-4-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 215609
DEA: 074W9404
EFIS: 0720000196
DIST-CO-RTE-PM07-LA-101-0.0/1.0
Award Date05/06/2021
Closeout Date07/14/2022
Work DescriptionCOLD PLANE AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT, SLURRY SEAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM ROUTE 10/101 SEPARATION TO SPRING STREET OVERCROSSING
QA Service Level1 (Verified on 08/17/2021)

Sample Information

Sample Taken Date03/07/2022 Sample Unique Key4
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 testing03/09/2022
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP r15 0.5% LAS
The quantity of what the sample constitutes4 Bags Combined Agg. 2 bags Rap 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 identification0154A-22 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 sample The fabricator/manufacturer designation for the sample
The plant number300154 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 Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-03-07-4
DIME Test ID: 2022-03-07-4-5
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: 2022-03-29

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Satish Jain
Date of test: 03/11/2022
Clay Level (Test 1): 6
Sand Level (Test 1): 3.8
Clay Level (Test 2): 5.8
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.8
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 64
Sand Equivalent (Test 2): 68
Sand Equivalent (Test 3): 68
Sand Equivalent: 67
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/29/2022