Summary for Test 2026-03-17-31-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 1000857
DEA: 07346504
EFIS: 0718000075
DIST-CO-RTE-PM07-LA-91-6.0/R20.7
Award Date07/14/2025
Closeout DateNot set
Work DescriptionREPLACE OVERHEAD SIGNS & SIGN STRUCTURES, CONSTRUCT MVPS & LANDSCAPING
Location DescriptionLOS ANGELES COUNTY ON ROUTE 91 AT VARIOUS LOCATIONS FROM VERMONT AVENUE IN LOS ANGELES TO THE ORANGE COUNTY LINE IN CERRITOS
QA Service Level1 (Verified on 01/13/2025)

Sample Information

Sample Taken Date03/17/2026 Sample Unique Key31
Date that the sample was received by the laboratory/organization performing the testing03/23/2026 Sample typeProduction Start-Up
A brief description of the sample3/4" WMA-A-r25% 0.25 Evo The quantity of what the sample constitutes4 Bags of Combined Aggregate, 2 Bags of Combined RAP
From where was the sample collectedManufacturer First name of sampler or witnessed byJT
Last name of sampler or witnessed byBaher Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Corona
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)91-33-0027, 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 collectedBelt cut
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number220200W CORD SJR Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-03-17-31
DIME Test ID: 2026-03-17-31-5
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: 2026-05-12

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Robert Guillen
Date of test: 03/26/2026
Clay Level (Test 1): 5.4
Sand Level (Test 1): 3.8
Clay Level (Test 2): 5
Sand Level (Test 2): 3.8
Clay Level (Test 3): 5.1
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 71
Sand Equivalent (Test 2): 76
Sand Equivalent (Test 3): 73
Sand Equivalent: 74
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/12/2026 ✔