Summary for Test 2025-10-25-12-3
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 1001808 DEA: 113A7994 EFIS: 1124000211 MINOR: 11A4082 |
|---|---|
| DIST-CO-RTE-PM | 11--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/06/2025) |
Sample Information
| Sample Taken Date | 10/25/2025 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 10/27/2025 |
| Sample type | Production Start-Up | A brief description of the sample | Reduced PSU |
| The quantity of what the sample constitutes | 4 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 | Martin Marietta | 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) | 91-37-0036 |
|---|---|---|---|
| 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 | 23418180AH MM |
Test Details
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DIME Sample ID: 2025-10-25-12
DIME Test ID: 2025-10-25-12-3
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2025-12-03
Test Results
Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced
Input Type: Calculated
Tester's full name: Mohammad Abbassi
Date of test: 11/26/2025
Weighted average percentage of fractured, coarse, 2 faced particles: 98.5 %
Weighted average percentage of fractured, coarse, 1 faced particles: 98.8 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/3/2025 ✔