Summary for Test 2026-06-09-14-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1001098 DEA: 081P0804 EFIS: 0823000089 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-7.0/44.5 |
| Award Date | 06/03/2025 |
| Closeout Date | Not set |
| Work Description | FURNISH & PLACE POLYESTER CONCRETE OVERLAY, JOINT SEAL, HMA (BRIDGE). |
| Location Description | RIVERSIDE COUNTY AT VARIOUS LOCATIONS FROM VEILE AVENUE UNDERCROSSING IN BEAUMONT TO MONTEREY AVENUE OVERCROSSING AT THOUSAND PALMS |
| QA Service Level | 1 (Verified on 04/07/2025) |
Sample Information
| Sample Taken Date | 06/09/2026 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 06/09/2026 |
| Sample type | Verification | A brief description of the sample | 1/2" HMA-A-SP, R25, 0.3% EVO. |
| The quantity of what the sample constitutes | PSUE LITE, 3-Bags 1/2" Agg, 3-Bags 3/8" Agg, 3-Bags Rock Dust-Sand, 3-Bags RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | MM QC | Last name of sampler or witnessed by | MM QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Martin Marietta - Coachella | 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) | 91-33-0084 |
|---|---|---|---|
| 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 Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | 41217195WM | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-06-09-14
DIME Test ID: 2026-06-09-14-1
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: 2026-07-06
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: DM
Date of test: 06/10/2026
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 97 % | ||||||
| 83 % | ||||||
| 63 % | ||||||
| 51 % | ||||||
| 38 % | ||||||
| 24 % | ||||||
| 15 % | ||||||
| 8 % | ||||||
| 4.1 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation.
Test was verified on 7/6/2026 ✔