Summary for Test 2026-02-02-29-3
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000392 DEA: 07349904 EFIS: 0718000167 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-710-6.0/14.1 |
| Award Date | 09/12/2024 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT MVPS, MGS, ROCK BLANKETS,AND PAVE BEYOND THE GORE. |
| Location Description | LOS ANGELES COUNTY IN LONG BEACH AND COMPTOM FROM SHORELINE DRIVE TO 0.2 MILE NORTH OF ALONDRA BOULEVARD OVERCROSSING |
| QA Service Level | 1 (Verified on 08/12/2024) |
Sample Information
| Sample Taken Date | 02/02/2026 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 02/06/2026 |
| 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 | 4 bags comb agg, 1 bag each (Crumb Rubber scrap and hi-nat) | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Alex/ | Last name of sampler or witnessed by | /Baher |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0130G-26 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Corona/SJR/ Rohm & Haas | 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) | 91-33-0005 |
|---|---|---|---|
| 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 | All American Asphalt - Irwindale | |
| 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 | 106835 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-02-02-29
DIME Test ID: 2026-02-02-29-3
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: 2026-04-15
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: E.J.
Date of test: 02/06/2026
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 94 % | ||||||
| 81 % | ||||||
| 62 % | ||||||
| 30 % | ||||||
| 19 % | ||||||
| 13 % | ||||||
| 9 % | ||||||
| 5 % | ||||||
| 3 % | ||||||
| 1.9 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 4/15/2026 ✔