Summary for Test 2025-09-28-16-1
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 | 09/28/2025 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 10/07/2025 |
| 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 | 25-09-28-16-A | Linked DIME Sample ID | 2025-09-28-15 |
| 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 SJR |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2025-10-19: HMA Aggregates (Size 3/4"): Sieve Analysis With RAP | 1 | 2025-09-28-16-1 |
Test Details
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DIME Sample ID: 2025-09-28-16
DIME Test ID: 2025-09-28-16-1
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: 2025-11-04
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: 10/22/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 6126.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 289.0 grams | 95 % | |||||
| 1496.0 grams | 76 % | |||||
| 2080.0 grams | 66 % | |||||
| 3400.0 grams | 44 % | |||||
| 426.8 grams | ||||||
| 71.9 grams | 37 % | |||||
| 169.9 grams | 26 % | |||||
| 259.0 grams | 17 % | |||||
| 332.9 grams | 10 % | |||||
| 381.1 grams | 5 % | |||||
| 396.1 grams | 3.2 % | |||||
| 397.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/4/2025 ✔