Summary for Test 2025-12-18-69-12
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 994901 DEA: 112T3434 EFIS: 1120000081 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-5.1/8.3 |
| Award Date | 01/29/2024 |
| Closeout Date | Not set |
| Work Description | SOUNDWALLS, WIDEN FREEWAY, STRUCTURES, LANDSCAPE AND ELECTRICAL. |
| Location Description | SAN DIEGO COUNTY IN CHULA VISTA FROM PALOMAR STREET OVERCROSSING TO 0.5 MILE NORTH OF BONITA ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 03/21/2024) |
Sample Information
| Sample Taken Date | 12/18/2025 | Sample Unique Key | 69 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/19/2025 | Sample type | Production Start-Up |
| A brief description of the sample | PSU | The quantity of what the sample constitutes | 3 bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | Mohammed |
| Last name of sampler or witnessed by | Masud | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Otay | |
| 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) | 91-37-0035 |
|---|---|---|---|
| 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 | 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 | 220200 Otay Val |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2026-01-16: HMA Aggregates (Size 3/4"): Sieve Analysis | 2 | 2025-12-18-69-12 |
| 2026-01-20: HMA Aggregates (Size 3/4"): Sieve Analysis | 2 | 2025-12-18-69-12 |
Test Details
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DIME Sample ID: 2025-12-18-69
DIME Test ID: 2025-12-18-69-12
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-01-27
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 12/31/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1519.6 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 36.4 grams | 98 % | |||||
| 358.6 grams | 76 % | |||||
| 607.3 grams | 60 % | |||||
| 816.9 grams | 46 % | |||||
| 991.6 grams | 35 % | |||||
| 1170.3 grams | 23 % | |||||
| 1294.2 grams | 15 % | |||||
| 1369.4 grams | 9.9 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/27/2026 ✔