Summary for Test 2024-08-15-47-4
Test performed: AASHTO T176-08Project 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 | 08/15/2024 | Sample Unique Key | 47 |
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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 | 08/19/2024 |
Sample type | Quality Assurance | A brief description of the sample | JMFR |
The quantity of what the sample constitutes | 3 bags | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Ben | Last name of sampler or witnessed by | Smith |
Title of sampler | Telephone number of sampler | 6193804522 | |
Laboratory sample identification | 0609-JMFR | Linked DIME Sample ID | 2024-08-15-46 |
The fabricator/manufacturer/facility name | Vulcan Caroll Canyon | 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) | 91-37-0035 |
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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: 2024-08-15-47
DIME Test ID: 2024-08-15-47-4
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2024-08-23
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 08/21/2024
Clay Level (Test 1): 6.1
Sand Level (Test 1): 4
Clay Level (Test 2): 6.2
Sand Level (Test 2): 4
Clay Level (Test 3): 6.3
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 66
Sand Equivalent (Test 2): 65
Sand Equivalent (Test 3): 62
Sand Equivalent: 65
General comments (publicly viewable) (Max 1000 characters): Comples
Test was verified on 8/23/2024 ✔