Summary for Test 2026-06-30-39-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1002377 DEA: 113A9404 EFIS: 1125000154 |
|---|---|
| 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 | 06/30/2026 | Sample Unique Key | 39 |
|---|---|---|---|
| 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 | 06/30/2026 |
| 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 | 2026-06-16-82 | |
| 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: 2026-06-30-39
DIME Test ID: 2026-06-30-39-1
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: 2026-07-14
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: 07/13/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5665.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 159.0 grams | 97 % | |||||
| 928.0 grams | 84 % | |||||
| 1584.0 grams | 72 % | |||||
| 3446.0 grams | 39 % | |||||
| 419.2 grams | ||||||
| 156.3 grams | 25 % | |||||
| 231.1 grams | 18 % | |||||
| 282.3 grams | 13 % | |||||
| 334.0 grams | 8 % | |||||
| 366.8 grams | 5 % | |||||
| 383.4 grams | 3.3 % | |||||
| 385.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): complies
Test was verified on 7/14/2026 ✔