Summary for Test 2026-03-26-63-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1001153 DEA: 081L3104 EFIS: 0820000020 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-11.8/17.3 |
| Award Date | 06/06/2025 |
| Closeout Date | Not set |
| Work Description | RHMA (GAP GRADED), REPLACE AC SURF, AND COLD PLANE AC PVMT. |
| Location Description | RIVERSIDE COUNTY IN LAKE ELSINORE FROM GRAND AVENUE TO ROUTE 15/74 SEPARATION |
| QA Service Level | 1 (Verified on 05/05/2025) |
Sample Information
| Sample Taken Date | 03/26/2026 | Sample Unique Key | 63 |
|---|---|---|---|
| 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 | 03/27/2026 |
| Sample type | Acceptance | A brief description of the sample | HMA-A SP 3/4" PG 64-10 (Virgin Oil: PG 58-22) |
| The quantity of what the sample constitutes | 195.34 Tons @ 21:03 | 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 — Corona Drum Plant | 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 R.J. Noble Corona Drum 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 | 36R2508SPWEC |
Test Details
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DIME Sample ID: 2026-03-26-63
DIME Test ID: 2026-03-26-63-1
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: 2026-04-28
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: Idris Najjar
Date of test: 03/27/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5188.1 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 63.4 grams | 99 % | |||||
| 1063.8 grams | 79 % | |||||
| 1708.7 grams | 67 % | |||||
| 2843.3 grams | 45 % | |||||
| 516 grams | ||||||
| 181.3 grams | 29 % | |||||
| 295.9 grams | 19 % | |||||
| 368.3 grams | 13 % | |||||
| 418.9 grams | 8 % | |||||
| 447.2 grams | 6 % | |||||
| 463.7 grams | 4.6 % | |||||
| 464.4 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/28/2026 ✔