Summary for Test 2025-10-12-13-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 995060
DEA: 081J2604
EFIS: 0818000012
DIST-CO-RTE-PM08-RIV-215-R13.5/R19.5
Award Date01/10/2024
Closeout Date01/21/2026
Work DescriptionRHMA, REPLACE AC SURFACING, ROCK BLANKET, AND COMPOST.
Location DescriptionRIVERSIDE COUNTY IN MURRIETA AND MENIFEE FROM 1.0 MILE NORTH OF CLINTON KEITH ROAD TO 1.0 MILE NORTH OF NEWPORT ROAD
QA Service Level1 (Verified on 08/15/2023)

Sample Information

Sample Taken Date10/12/2025 Sample Unique Key13
Date that the sample was received by the laboratory/organization performing the testing10/14/2025 Sample typeAcceptance
A brief description of the sampleRHMA-G SP 3/4" PG64-16RB The quantity of what the sample constitutes770.01 Tons @ 00:03 on 10/13
From where was the sample collectedManufacturer First name of sampler or witnessed byRJN
Last name of sampler or witnessed byPlant QC Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameR.J. Noble — Corona Drum Plant
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)91-33-0035, 91-33-0039, 91-33-0014
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 R.J. Noble Corona Drum Plant
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 Number49R003ARSPWEC

Test Details

DIME Sample ID: 2025-10-12-13
DIME Test ID: 2025-10-12-13-2
Testing Lab: CT D08 - Fontana Field Testing 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: 2025-11-20

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Dylan Nault
Date of test: 10/15/2025
Clay Level (Test 1): 5.2
Sand Level (Test 1): 3.5
Clay Level (Test 2): 5.3
Sand Level (Test 2): 3.7
Clay Level (Test 3): 5.2
Sand Level (Test 3): 3.5
Sand Equivalent (Test 1): 68
Sand Equivalent (Test 2): 70
Sand Equivalent (Test 3): 68
Sand Equivalent: 69
General comments (publicly viewable) (Max 1000 characters): Sample #2

Test was verified on 11/20/2025 ✔