Summary for Test 2025-03-25-29-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 1000286
DEA: 070W7004
EFIS: 0723000032
DIST-CO-RTE-PM07-LA-405-44.7/48.64
Award Date06/19/2024
Closeout DateNot set
Work DescriptionINDIVIDUAL SLAB REPLACEMENT (RSC), & GRIND EXIST CONC PAVEMENT.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM NORDHOFF STREET UNDERCROSSING TO ROUTE 5/405 SEPARATION
QA Service Level1 (Verified on 09/16/2024)

Sample Information

Sample Taken Date03/25/2025 Sample Unique Key29
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 testing03/27/2025
Sample typeAcceptance A brief description of the sample3/4" Cold feed Aggregate
The quantity of what the sample constitutes1 bag coldfeed From where was the sample collectedManufacturer
First name of sampler or witnessed byAvo Last name of sampler or witnessed byKarajian
Title of samplerPlant Inspector Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials Company 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)91-19-0035
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 collectedConveyor Belt
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: 2025-03-25-29
DIME Test ID: 2025-03-25-29-2
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: 2025-04-11

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Avo Karajian
Date of test: 03/27/2025
Clay Level (Test 1): 5.9
Sand Level (Test 1): 3.8
Clay Level (Test 2): 5.9
Sand Level (Test 2): 3.8
Clay Level (Test 3): 6
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 65
Sand Equivalent (Test 2): 65
Sand Equivalent (Test 3): 64
Sand Equivalent: 65
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/11/2025