Summary for Test 2026-04-09-67-1

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 1001153
DEA: 081L3104
EFIS: 0820000020
DIST-CO-RTE-PM08-RIV-74-11.8/17.3
Award Date06/06/2025
Closeout DateNot set
Work DescriptionRHMA (GAP GRADED), REPLACE AC SURF, AND COLD PLANE AC PVMT.
Location DescriptionRIVERSIDE COUNTY IN LAKE ELSINORE FROM GRAND AVENUE TO ROUTE 15/74 SEPARATION
QA Service Level1 (Verified on 05/05/2025)

Sample Information

Sample Taken Date04/09/2026 Sample Unique Key67
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 testing04/13/2026
Sample typeAcceptance A brief description of the sampleRHMA-G SP 1/2"
The quantity of what the sample constitutes119.19 Tons @ 21:08 From where was the sample collectedJob Site
First name of sampler or witnessed byRJN Last name of sampler or witnessed byPlant QC
Title of sampler Telephone number of sampler
Laboratory sample identification0189G-26 Linked DIME Sample ID2026-04-09-66
The fabricator/manufacturer/facility nameR.J. Noble Co. — 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)91-33-0035, 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 RJN Corona Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number50R033ARSPWEC

Test Details

DIME Sample ID: 2026-04-09-67
DIME Test ID: 2026-04-09-67-1
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: 2026-07-14

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: MaryAnna Landaverde
Date of test: 04/13/2026
Clay Level (Test 1): 5.6
Sand Level (Test 1): 3.7
Clay Level (Test 2): 5.6
Sand Level (Test 2): 3.6
Clay Level (Test 3): 5.8
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 67
Sand Equivalent (Test 2): 65
Sand Equivalent (Test 3): 64
Sand Equivalent: 66
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/14/2026