Summary for Test 2026-07-29-59-3
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1002525 DEA: 113A9534 EFIS: 1125000170 |
|---|---|
| DIST-CO-RTE-PM | 11---unknown |
| 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 | 07/29/2026 | Sample Unique Key | 59 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/30/2026 | Sample type | Quality Assurance |
| A brief description of the sample | Daily Production | 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 | |
| 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) | See Mix |
|---|---|---|---|
| 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 | 226110 |
Test Details
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DIME Sample ID: 2026-07-29-59
DIME Test ID: 2026-07-29-59-3
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: 2026-08-18
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: 08/14/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 6135.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 175.0 grams | 97 % | |||||
| 1177.0 grams | 81 % | |||||
| 1829.0 grams | 70 % | |||||
| 3815.0 grams | 38 % | |||||
| 361.9 grams | ||||||
| 143.5 grams | 23 % | |||||
| 319.2 grams | 5 % | |||||
| 266.1 grams | 10 % | |||||
| 304.2 grams | 6 % | |||||
| 324.8 grams | 4 % | |||||
| 335.1 grams | 2.8 % | |||||
| 335.6 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): complies
Test was verified on 8/18/2026 ✔