Summary for Test 2023-07-27-77-3

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214451
DEA: 07303704
EFIS: 0714000035
DIST-CO-RTE-PM07-LA-101-8.0/27.3
Award Date12/19/2019
Closeout Date05/07/2024
Work DescriptionREPLACE CONCRETE BARRIERS.
Location DescriptionTHE CITY AND COUNTY OF LOS ANGELES FROM PILGRIMAGE OVERCROSSING TO VALLEY CIRCLE BOULEVARD OVERCROSSING
QA Service Level1 (Verified on 08/12/2020)

Sample Information

Sample Taken Date07/27/2023 Sample Unique Key77
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 testing07/28/2023
Sample typeDepartment Acceptance A brief description of the sample3/4 HMA-A
The quantity of what the sample constitutes120 Tons 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 sampler2137924794
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAAA-Irwindale Transportation Laboratory (TL) NumberC0727A1
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

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 sampleMix 3/4 HMA_A The fabricator/manufacturer designation for the sample
The plant numberIrwindale A detailed description of where the material sample was collectedBelt Discharge
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number105793 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-07-27-77
DIME Test ID: 2023-07-27-77-3
Testing Lab: CT D07 - Plant Services
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: 2023-08-25

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: A.Truong
Date of test: 08/01/2023
Clay Level (Test 1): 5.8
Sand Level (Test 1): 3.7
Clay Level (Test 2): 5.7
Sand Level (Test 2): 3.7
Clay Level (Test 3): 5.8
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 64
Sand Equivalent (Test 2): 65
Sand Equivalent (Test 3): 63
Sand Equivalent: 64
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/25/2023