Summary for Test 2025-07-19-3-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1001312 DEA: 11432844 EFIS: 1125000219 |
|---|---|
| DIST-CO-RTE-PM | 11---unknown |
| Award Date | 06/02/2025 |
| Closeout Date | 01/30/2026 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 07/19/2025 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/21/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Plant Sample | The quantity of what the sample constitutes | 1 Bag |
| 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 | 25-07-19-3-A |
| Linked DIME Sample ID | 2025-07-19-2 | 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 Otay Val |
Test Details
DIME Sample ID: 2025-07-19-3
DIME Test ID: 2025-07-19-3-1
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2025-07-25
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: Measured
Tester's full name: Mohammad Abbassi
Date of test: 07/25/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 7043.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 289.0 grams | 96 % | |||||
| 1990.0 grams | 72 % | |||||
| 2930.0 grams | 58 % | |||||
| 4647.0 grams | 34 % | |||||
| 526.4 grams | ||||||
| 134.7 grams | 25 % | |||||
| 242.0 grams | 18 % | |||||
| 343.8 grams | 12 % | |||||
| 426.8 grams | 6 % | |||||
| 472.5 grams | 3 % | |||||
| 489.9 grams | 2.4 % | |||||
| 491.6 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Does not comply, Failing 4 screens
Test was verified on 7/25/2025 ✔
