Summary for Test 2026-06-28-12-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 1000777
DEA: 07370404
EFIS: 0720000128
DIST-CO-RTE-PM07-LA-5-R59.5/R73.7
Award Date02/06/2025
Closeout DateNot set
Work DescriptionCOLD PLANE AC PAVEMENT, PLACE HOT MIX ASPHALT AND INSTALL MGS.
Location DescriptionLOS ANGELES COUNTY FROM LAKE HUGHES ROAD UNDERCROSSING TO 0.7 MILE SOUTH OF VISTA DEL LAGO ROAD OVERCROSSING.
QA Service Level1 (Verified on 11/25/2024)

Sample Information

Sample Taken Date06/28/2026 Sample Unique Key12
Date that the sample was received by the laboratory/organization performing the testing06/28/2026 Sample typeVerification
A brief description of the samplePSU, 3/4" RHMA G SP 1.0% LSM The quantity of what the sample constitutes4 Bags of Cold-feed, 6 Bags: 3/4", 1/2". 3/8" (2 ea), 4 Bags: RD, WRD (2 ea)
From where was the sample collectedManufacturer First name of sampler or witnessed byStuart
Last name of sampler or witnessed byAhumada Title of sampler
Telephone number of sampler Laboratory sample identification0376G-26
Linked DIME Sample ID The fabricator/manufacturer/facility nameGriffith Edmonston
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)91-15-0068
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 at Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberGRF-23-24 RHMA-LSM Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-06-28-12
DIME Test ID: 2026-06-28-12-5
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: 2026-07-14

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: David Tran
Date of test: 07/06/2026
Clay Level (Test 1): 5.5
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5.6
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.5
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 71
Sand Equivalent (Test 2): 70
Sand Equivalent (Test 3): 71
Sand Equivalent: 71
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/14/2026 ✔