Summary for Test 2026-03-17-31-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000857 DEA: 07346504 EFIS: 0718000075 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-91-6.0/R20.7 |
| Award Date | 07/14/2025 |
| Closeout Date | Not set |
| Work Description | REPLACE OVERHEAD SIGNS & SIGN STRUCTURES, CONSTRUCT MVPS & LANDSCAPING |
| Location Description | LOS ANGELES COUNTY ON ROUTE 91 AT VARIOUS LOCATIONS FROM VERMONT AVENUE IN LOS ANGELES TO THE ORANGE COUNTY LINE IN CERRITOS |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 03/17/2026 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 03/23/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4" WMA-A-r25% 0.25 Evo |
| The quantity of what the sample constitutes | 4 Bags of Combined Aggregate, 2 Bags of Combined RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | JT | Last name of sampler or witnessed by | Baher |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan 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) | 91-33-0027, 91-19-0035 |
|---|---|---|---|
| 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 | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | 220200W CORD SJR | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-03-17-31
DIME Test ID: 2026-03-17-31-1
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: 2026-05-12
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: Dominic M./ Kennedy E.
Date of test: 03/24/2026
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 95 % | ||||||
| 83 % | ||||||
| 72 % | ||||||
| 48.9 % | ||||||
| 36 % | ||||||
| 22 % | ||||||
| 13 % | ||||||
| 8 % | ||||||
| 5 % | ||||||
| 3.9 % | ||||||
General comments (publicly viewable) (Max 1000 characters): combined virgin aggregate gradation
Test was verified on 5/12/2026 ✔