Summary for Test 2026-09-01-44-1

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 1001308
DEA: 081L1804
EFIS: 0819000162
DIST-CO-RTE-PM08-RIV-91-13.5/16.8
Award Date10/20/2025
Closeout DateNot set
Work DescriptionJPCP (RSC), INDIVIDUAL SLAB REPLACEMENT (RSC) & RUBBERIZED HMA.
Location DescriptionRIVERSIDE COUNTY IN RIVERSIDE FROM 0.6 MILE WEST OF VAN BUREN BOULEVARD OVERCROSSING TO 0.2 MILE EAST OF MADISON STREET UNDERCROSSING.
QA Service Level1 (Verified on 06/24/2025)

Sample Information

Sample Taken Date09/01/2026 Sample Unique Key44
Date that the sample was received by the laboratory/organization performing the testing09/02/2026 Sample typeAcceptance
A brief description of the sampleRWMA-G SP 3/4" The quantity of what the sample constitutes148.81 Tons @ 11:48pm
From where was the sample collectedManufacturer First name of sampler or witnessed byPlant QC
Last name of sampler or witnessed byPicked Up: Idris Najjar Title of sampler
Telephone number of sampler Laboratory sample identification0554G-26
Linked DIME Sample ID2026-09-01-43 The fabricator/manufacturer/facility nameVulcan Materials Company — 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)91-33-0098
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 Vulcans Materials Company 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 Number226110 CORD SJR

Test Details

DIME Sample ID: 2026-09-01-44
DIME Test ID: 2026-09-01-44-1
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: 2026-09-16

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Gabriel Ramirez
Date of test: 09/02/2026
Clay Level (Test 1): 8.2
Sand Level (Test 1): 3.7
Clay Level (Test 2): 8.5
Sand Level (Test 2): 4.1
Clay Level (Test 3): 9
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 46
Sand Equivalent (Test 2): 49
Sand Equivalent (Test 3): 45
Sand Equivalent: 47
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/16/2026 ✔