Summary for Test 2025-01-11-2-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000578 DEA: 112N1704 EFIS: 1122000283 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-15.72-28.3 |
| Award Date | 05/20/2024 |
| Closeout Date | 06/09/2025 |
| Work Description | Bridge Preservation |
| Location Description | In San Diego at various locations from Landis Street Overcrossing to Sorrento Valley Boulevard Undercrossing |
| QA Service Level | 1 (Verified on 09/03/2024) |
Sample Information
| Sample Taken Date | 01/11/2025 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/14/2025 | Sample type | Quality Assurance |
| 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 | Derrick |
| Last name of sampler or witnessed by | McCovy | Title of sampler | TET |
| Telephone number of sampler | 6193722435 | Laboratory sample identification | 1601-PSU |
| Linked DIME Sample ID | 2025-01-11-1 | 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 | 220817 Otay Val |
Test Details
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DIME Sample ID: 2025-01-11-2
DIME Test ID: 2025-01-11-2-1
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: 2025-01-23
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: Shawn Rivers
Date of test: 01/23/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 7937.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 244.0 grams | 97 % | |||||
| 1894.0 grams | 76 % | |||||
| 2970.0 grams | 63 % | |||||
| 4595.0 grams | 42 % | |||||
| 374.6 grams | ||||||
| 79.4 grams | 33 % | |||||
| 163.3 grams | 24 % | |||||
| 234.1 grams | 16 % | |||||
| 296.2 grams | 9 % | |||||
| 332.2 grams | 5 % | |||||
| 342.6 grams | 3.6 % | |||||
| 346.3 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/23/2025 ✔