Summary for Test 2024-05-08-37-2
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 995482 DEA: 112T36U4 EFIS: 1122000243 |
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DIST-CO-RTE-PM | 11-SD-5-37.4-52.6 |
Award Date | 10/20/2023 |
Closeout Date | Not set |
Work Description | I-5 NCC SEGMENT 4C |
Location Description | I-5 in San Diego County at Various Locations from Lomas Santa Fe Drive Undercrossing to 0.2 Mile North of Oceanside Undercrossing |
QA Service Level | 1 (Verified on 11/20/2023) |
Sample Information
Sample Taken Date | 05/08/2024 | Sample Unique Key | 37 |
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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 | 05/09/2024 |
Sample type | Quality Assurance | A brief description of the sample | JMFV |
The quantity of what the sample constitutes | 5 bags | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Jesse | Last name of sampler or witnessed by | Fuentes |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0601-JMFV | Linked DIME Sample ID | 2024-05-08-36 |
The fabricator/manufacturer/facility name | Vulcan CC | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
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 |
Test Details
DIME Sample ID: 2024-05-08-37
DIME Test ID: 2024-05-08-37-2
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: 2024-06-07
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 2 Faced
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 05/15/2024
Mass of fractured, coarse, 2 faced particles tested: 1000 g
Mass of questionable, coarse, 2 faced particles tested: 0 g
Mass of unfractured, coarse, 2 faced particles tested: 14 g
Percentage of questionable, coarse, 2 faced particles tested: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 99 %
General comments (publicly viewable) (Max 1000 characters): Complies
Test was verified on 6/7/2024 ✔