Summary for Test 2023-08-21-20-2

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 Date08/21/2023 Sample Unique Key20
Date that the sample was received by the laboratory/organization performing the testing08/21/2023 Sample typeDepartment Acceptance
A brief description of the sample3/4" HMA-A-SP R15 The quantity of what the sample constitutes1 Bag of Coldfeed
From where was the sample collectedSource First name of sampler or witnessed byAvo
Last name of sampler or witnessed byKarajian Title of samplerTET
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameAAA- iRWINDALE
Transportation Laboratory (TL) Number 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 sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedColdfeed Chute
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-08-21-20
DIME Test ID: 2023-08-21-20-2
Testing Lab: CT D07 - Plant Services, Unit 1841
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: 2023-08-31

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Avo Karajian
Date of test: 08/21/2023
Clay Level (Test 1): 5.5
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5.5
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.4
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 71
Sand Equivalent (Test 2): 71
Sand Equivalent (Test 3): 75
Sand Equivalent: 73
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/31/2023 ✔