Summary for Test 2025-09-20-28-1
Test performed: AASHTO T27-14Project 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 | 09/20/2025 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 09/22/2025 |
| Sample type | Per Request | 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 | 25-09-20-28-A | Linked DIME Sample ID | 2025-08-20-27 |
| 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 | 1-1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | 820801 Otay Val |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2025-10-4: HMA Aggregates (Size 1-1/2"): Sieve Analysis With RAP | 1 | 2025-09-20-28-1 |
Test Details
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DIME Sample ID: 2025-09-20-28
DIME Test ID: 2025-09-20-28-1
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: 2025-10-16
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: 10/02/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 17212.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 2304.0 grams | 87 % | |||||
| 4342.0 grams | 75 % | |||||
| 8635.0 grams | 50 % | |||||
| 10246.0 grams | 40 % | |||||
| 11871.0 grams | 31 % | |||||
| 425.6 grams | ||||||
| 55.0 grams | 27 % | |||||
| 154.6 grams | 20 % | |||||
| 260.0 grams | 12 % | |||||
| 344.1 grams | 6 % | |||||
| 387.8 grams | 3 % | |||||
| 399.4 grams | 1.9 % | |||||
| 400.3 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/16/2025 ✔