Summary for Test 2025-09-28-18-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 995060 DEA: 081J2604 EFIS: 0818000012 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-215-R13.5/R19.5 |
| Award Date | 01/10/2024 |
| Closeout Date | Not set |
| Work Description | RHMA, REPLACE AC SURFACING, ROCK BLANKET, AND COMPOST. |
| Location Description | RIVERSIDE COUNTY IN MURRIETA AND MENIFEE FROM 1.0 MILE NORTH OF CLINTON KEITH ROAD TO 1.0 MILE NORTH OF NEWPORT ROAD |
| QA Service Level | 1 (Verified on 08/15/2023) |
Sample Information
| Sample Taken Date | 09/28/2025 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 09/29/2025 |
| Sample type | Acceptance | A brief description of the sample | RHMA-G SP 3/4" PG64-16RB |
| The quantity of what the sample constitutes | 1529.00 Tons @ 01:15am on 9/29 | 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 — 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) | 91-33-0035, 91-33-0039, 91-33-0014 |
|---|---|---|---|
| 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 | 49R003ARSPWEC |
Test Details
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DIME Sample ID: 2025-09-28-18
DIME Test ID: 2025-09-28-18-1
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: 2025-11-19
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: 10/03/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5197.4 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 155.6 grams | 97 % | |||||
| 1220.0 grams | 77 % | |||||
| 2103.3 grams | 60 % | |||||
| 3667.5 grams | 29 % | |||||
| 393.4 grams | ||||||
| 149.1 grams | 18 % | |||||
| 224.0 grams | 12 % | |||||
| 272.3 grams | 9 % | |||||
| 308.2 grams | 6 % | |||||
| 331.5 grams | 5 % | |||||
| 347.5 grams | 3.4 % | |||||
| 348.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Sample #3
Test was verified on 11/19/2025 ✔