Summary for Test 2025-03-11-26-3
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000216 DEA: 081G6304 EFIS: 0816000043 COOP: NONE |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-111-47.2/55.3 |
| Award Date | 09/05/2024 |
| Closeout Date | 01/21/2026 |
| Work Description | RHMA-G, REPLACE AC SURFACING, AND COLD PLANE AC PVMT. |
| Location Description | RIVERSIDE COUNTY IN PALM SPRINGS FROM GOLF CLUB DRIVE TO WEST GATEWAY DRIVE |
| QA Service Level | 1 (Verified on 05/15/2024) |
Sample Information
| Sample Taken Date | 03/11/2025 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 03/12/2025 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" RHMA G SP 0.50% LAS |
| The quantity of what the sample constitutes | 3 bags of comb agg, 1 bag EA CRM (scrap and hi-nat) | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Luke | Last name of sampler or witnessed by | Hall |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0163G-25 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ingevity, CRM, SJR, Granite, VLO, West Coast Aggs | 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) | 91-33-0072 |
|---|---|---|---|
| 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 Granite Construction - Desert Hot Spring | |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | 1556 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-03-11-26
DIME Test ID: 2025-03-11-26-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2026-01-30
Test Results
What type of gradation is being tested?: Combined 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: Calculated
Tester's full name: David Padilla/ D.M.
Date of test: 03/15/2025
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 97 % | ||||||
| 82 % | ||||||
| 68 % | ||||||
| 28 % | ||||||
| 13 % | ||||||
| 9 % | ||||||
| 6 % | ||||||
| 4 % | ||||||
| 3 % | ||||||
| 1.8 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 1/30/2026 ✔