Summary for Test 2026-03-15-10-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000607 DEA: 081K6904 EFIS: 0819000090 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-5.7/11.8 |
| Award Date | 01/09/2025 |
| Closeout Date | Not set |
| Work Description | ROCK EXCAVATION, HMA (TYPE A), RHMA-G, AND CABLE NET DRAPERY SYSTEM. |
| Location Description | RIVERSIDE COUNTY IN AND NEAR LAKE ELSINORE FROM MONTE VISTA STREET TO GRAND AVENUE |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 03/15/2026 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 03/16/2026 |
| Sample type | Acceptance | A brief description of the sample | HMA-A SP 3/4" PG58-16 |
| The quantity of what the sample constitutes | 787.58 Tons @ 08:43am | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Dylan | Last name of sampler or witnessed by | Nault |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Martin Marietta — Lake Elsinore 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) | 91-33-0098 |
|---|---|---|---|
| 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 Martin Marietta Lake Elsinore 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 | 53417105 |
Test Details
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DIME Sample ID: 2026-03-15-10
DIME Test ID: 2026-03-15-10-1
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: 03/17/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5103.3 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 610.6 grams | 88 % | |||||
| 1747.1 grams | 66 % | |||||
| 2259.8 grams | 56 % | |||||
| 3100.5 grams | 39 % | |||||
| 516.7 grams | ||||||
| 140.5 grams | 28 % | |||||
| 276.5 grams | 18 % | |||||
| 359.1 grams | 12 % | |||||
| 412.4 grams | 8 % | |||||
| 441.8 grams | 6 % | |||||
| 459.0 grams | 4.4 % | |||||
| 459.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/28/2026 ✔