Summary for Test 2025-06-07-3-10
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1001312 DEA: 11432844 EFIS: 1125000219 |
|---|---|
| DIST-CO-RTE-PM | 11--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 06/07/2025 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 06/09/2025 |
| Sample type | Verification | A brief description of the sample | JMFV |
| The quantity of what the sample constitutes | 3 bags | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Gerardo | Last name of sampler or witnessed by | Cordero |
| Title of sampler | TET | Telephone number of sampler | 6199366795 |
| Laboratory sample identification | 25-06-07-3-JMFV | Linked DIME Sample ID | 2025-06-07-2 |
| 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) | Not Provided |
|---|---|---|---|
| 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 | 224114 Vulcan Otay |
Test Details
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DIME Sample ID: 2025-06-07-3
DIME Test ID: 2025-06-07-3-10
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: 2025-06-23
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 06/23/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1911.2 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 59.5 grams | 97 % | |||||
| 347.0 grams | 82 % | |||||
| 582.0 grams | 70 % | |||||
| 1056.7 grams | 45 % | |||||
| 1288.0 grams | 33 % | |||||
| 1443.0 grams | 24 % | |||||
| 1581.1 grams | 17 % | |||||
| 1702.4 grams | 11 % | |||||
| 1778.6 grams | 7 % | |||||
| 1819.2 grams | 4.8 % | |||||
General comments (publicly viewable) (Max 1000 characters): Complies
Test was verified on 6/23/2025 ✔