Summary for Test 2026-04-21-58-1
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 | 04/21/2026 | Sample Unique Key | 58 |
|---|---|---|---|
| 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 | 04/22/2026 |
| 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 | 194.01 Tons @ 18:20 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | RJN | Last name of sampler or witnessed by | Plant QC |
| 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
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DIME Sample ID: 2026-04-21-58
DIME Test ID: 2026-04-21-58-1
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: 2026-05-04
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: Maqsud Ahmed
Date of test: 04/23/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5817.3 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 89.3 grams | 98 % | |||||
| 1041.0 grams | 82 % | |||||
| 1940.6 grams | 67 % | |||||
| 3387.8 grams | 42 % | |||||
| 380.1 grams | ||||||
| 137.3 grams | 27 % | |||||
| 226.5 grams | 17 % | |||||
| 281.4 grams | 11 % | |||||
| 315.1 grams | 7 % | |||||
| 331.7 grams | 5 % | |||||
| 342.2 grams | 4.2 % | |||||
| 342.7 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/4/2026 ✔