Summary for Test 2026-05-18-79-1
Test performed: AASHTO T27-14Project 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 | 05/18/2026 | Sample Unique Key | 79 |
|---|---|---|---|
| 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 | 05/19/2026 |
| Sample type | Acceptance | A brief description of the sample | 3/4" RHMAG SP PG 64-16RB |
| The quantity of what the sample constitutes | 19:50, L1SL5 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Francisco | Last name of sampler or witnessed by | Revulcaba |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | R.J. Noble Co. — Orange | 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: 2026-05-18-79
DIME Test ID: 2026-05-18-79-1
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2026-07-13
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Measured
Tester's full name: Dylan Nault
Date of test: 05/20/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5239.5 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 74.0 grams | 99 % | |||||
| 813.0 grams | 84 % | |||||
| 1776.4 grams | 66 % | |||||
| 3637.1 grams | 31 % | |||||
| 402.9 grams | ||||||
| 131.7 grams | 21 % | |||||
| 212.3 grams | 14 % | |||||
| 267.7 grams | 10 % | |||||
| 309.5 grams | 7 % | |||||
| 336.2 grams | 5 % | |||||
| 353.5 grams | 3.7 % | |||||
| 354.7 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/13/2026 ✔