Summary for Test 2026-04-20-25-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 1001098
DEA: 081P0804
EFIS: 0823000089
DIST-CO-RTE-PM08-RIV-10-7.0/44.5
Award Date06/03/2025
Closeout DateNot set
Work DescriptionFURNISH & PLACE POLYESTER CONCRETE OVERLAY, JOINT SEAL, HMA (BRIDGE).
Location DescriptionRIVERSIDE COUNTY AT VARIOUS LOCATIONS FROM VEILE AVENUE UNDERCROSSING IN BEAUMONT TO MONTEREY AVENUE OVERCROSSING AT THOUSAND PALMS
QA Service Level1 (Verified on 04/07/2025)

Sample Information

Sample Taken Date04/20/2026 Sample Unique Key25
Date that the sample was received by the laboratory/organization performing the testing04/22/2026 Sample typeVerification
A brief description of the sampleJMF 1/2" HMA-A-SP R25 0.3% EVO The quantity of what the sample constitutes9 bags Virgin Bin Agg, 3 bags comb Agg
From where was the sample collectedManufacturer First name of sampler or witnessed byMM
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0201A-26
Linked DIME Sample ID The fabricator/manufacturer/facility nameIngevity/ Valero/ Coachella Valley/ MM-Coachella
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)91-33-0084
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 martin marietta, coachella
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size1/2 inch
The concrete mix design number41217195WM Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-04-20-25
DIME Test ID: 2026-04-20-25-5
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: 2026-07-07

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: R.G.
Date of test: 04/29/2026
Clay Level (Test 1): 5.9
Sand Level (Test 1): 4
Clay Level (Test 2): 6
Sand Level (Test 2): 4
Clay Level (Test 3): 5.6
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 68
Sand Equivalent (Test 2): 67
Sand Equivalent (Test 3): 72
Sand Equivalent: 69
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/7/2026 ✔