Summary for Test 2026-05-13-45-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 1000501 DEA: 081J6104 EFIS: 0818000102 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-215-40.5/42.7 |
| Award Date | 11/05/2024 |
| Closeout Date | Not set |
| Work Description | INDIVIDUAL SLAB REPLACEMENT (RSC), RHMA, AND REPLACE BASE. |
| Location Description | RIVERSIDE COUNTY IN RIVERSIDE FROM 0.8 MILE SOUTH OF ROUTE 60/91 SEPARATION TO 0.4 MILE SOUTH OF MARTIN LUTHER KING BOULEVARD UNDERCROSSING |
| QA Service Level | 1 (Verified on 09/02/2024) |
Sample Information
| Sample Taken Date | 05/13/2026 | Sample Unique Key | 45 |
|---|---|---|---|
| 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 testing | 05/14/2026 |
| Sample type | Acceptance | A brief description of the sample | 3/4" RHMAG SP PG 64-16RB |
| The quantity of what the sample constitutes | 782.37 Tons @ 2:07am(5/14/26) | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Idris | Last name of sampler or witnessed by | Najjar |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | R.J. Noble Co. — Corona | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0014, 91-33-0039, 91-33-0035 |
|---|---|---|---|
| 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 collected | Belt Cut at RJN Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | 49R003ARSPWEC |
Test Details
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DIME Sample ID: 2026-05-13-45
DIME Test ID: 2026-05-13-45-2
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: 2026-05-22
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Dylan Nault
Date of test: 05/14/2026
Clay Level (Test 1): 7.1
Sand Level (Test 1): 3.8
Clay Level (Test 2): 7.2
Sand Level (Test 2): 3.7
Clay Level (Test 3): 6.8
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 54
Sand Equivalent (Test 2): 52
Sand Equivalent (Test 3): 53
Sand Equivalent: 53
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/22/2026 ✔