Summary for Test 2026-09-02-62-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 995493 DEA: 081G6704 EFIS: 0816000049 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-79-5.4/11.4 |
| Award Date | 05/23/2024 |
| Closeout Date | Not set |
| Work Description | HOT MIX ASPHALT, SOIL NAIL, STRUCTURAL CONCRETE AND ROADWAY EXC. |
| Location Description | RIVERSIDE COUNTY NEAR TEMECULA FROM 0.4 MILE SOUTH OF SAGE ROAD TO 1.1 MILES SOUTH OF PAUBA ROAD |
| QA Service Level | 1 (Verified on 12/18/2023) |
Sample Information
| Sample Taken Date | 09/02/2026 | Sample Unique Key | 62 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/03/2026 | Sample type | Acceptance |
| A brief description of the sample | 3/4" HMA-A R25 PG70-10 (Virgin Oil: PG64-16) | The quantity of what the sample constitutes | 780.80 Tons @ 00:15(9/3/26) |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | RJN Plant QC |
| Last name of sampler or witnessed by | Picked Up: Idris 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 |
|---|---|---|---|
| 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 | 36R2503SPWEC |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2026-09-02-62
DIME Test ID: 2026-09-02-62-1
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: 2026-09-14
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: 09/04/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5394.7 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 64.3 grams | 99 % | |||||
| 860.1 grams | 84 % | |||||
| 1517.0 grams | 72 % | |||||
| 3131.9 grams | 42 % | |||||
| 360 grams | ||||||
| 123.5 grams | 28 % | |||||
| 196.2 grams | 19 % | |||||
| 244.8 grams | 13 % | |||||
| 280.0 grams | 9 % | |||||
| 302.1 grams | 7 % | |||||
| 316.5 grams | 5.1 % | |||||
| 317.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/14/2026 ✔