Summary for Test 2024-09-30-28-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 993318 DEA: 11423704 EFIS: 1116000059 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-8-R31.8/R41.7 |
| Award Date | 04/01/2022 |
| Closeout Date | 04/08/2025 |
| Work Description | PLACE CRCP, HMA, MGS, AND WATER POLLUTION CONTROL SYSTEM. |
| Location Description | SAN DIEGO COUNTY NEAR ALPINE FROM VIEJAS CREEK BRIDGE TO PINE VALLEY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/27/2021) |
Sample Information
| Sample Taken Date | 09/30/2024 | Sample Unique Key | 28 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/01/2024 | Sample type | Quality Assurance |
| A brief description of the sample | PSU | The quantity of what the sample constitutes | 3 bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | Jesse |
| Last name of sampler or witnessed by | Gastelum | Title of sampler | |
| Telephone number of sampler | 7605628612 | Laboratory sample identification | 65109-PSU |
| Linked DIME Sample ID | 2024-09-30-27 | 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) | 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 | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-09-30-28
DIME Test ID: 2024-09-30-28-2
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: 2024-10-08
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 2 Faced and Fine 1 Faced
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 10/04/2024
Mass of fractured, coarse, 2 faced particles tested: 700 g
Mass of questionable, coarse, 2 faced particles tested: 0 g
Mass of unfractured, coarse, 2 faced particles tested: 4 g
Mass of fractured, fine, 1 faced particles tested: 100 g
Mass of questionable, fine, 1 faced particles tested: 0 g
Mass of unfractured, fine, 1 faced particles tested: 1 g
Percentage of questionable, coarse, 2 faced particles tested: 0 %
Percentage of questionable, fine, 1 faced particles tested: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 99 %
Percentage of fractured, fine, 1 faced particles tested: 99 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/8/2024 ✔