Summary for Test 2023-02-11-6-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 215003 DEA: 040J6204 EFIS: 0414000019 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-680-12.4/21.9 |
| Award Date | 04/12/2022 |
| Closeout Date | Not set |
| Work Description | REHABILITATE PAVEMENT - RPL APP/DEP SLABS, 14 BRIDGES |
| Location Description | ALAMEDA COUNTY AT SUNOL AND IN PLEASANTON AND DUBLIN FROM KOOPMANN ROAD UNDERCROSSING TO ALAMEDA COUNTY LINE |
| QA Service Level | 1 (Verified on 10/19/2020) |
Sample Information
| Sample Taken Date | 02/11/2023 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/11/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4" HMA w/15% RAP | The quantity of what the sample constitutes | 1400 tons |
| From where was the sample collected | Source | First name of sampler or witnessed by | Dennis |
| Last name of sampler or witnessed by | Yeung | Title of sampler | Transportation Engineer Range D |
| Telephone number of sampler | 5102246127 | Laboratory sample identification | C975184 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Martin Marietta Sunol Plant | |
| Transportation Laboratory (TL) Number | C975184 | 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) | 91-01-0011 |
|---|---|---|---|
| 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 | Martin Marietta Sunol Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | L200271V | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-02-11-6
DIME Test ID: 2023-02-11-6-2
Testing Lab: CT D04 - Pleasanton Field 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: 2023-02-22
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Zach Thomas
Date of test: 02/13/2023
Clay Level (Test 1): 6.9
Sand Level (Test 1): 4.4
Clay Level (Test 2): 6.5
Sand Level (Test 2): 4
Clay Level (Test 3): 6.2
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 64
Sand Equivalent (Test 2): 62
Sand Equivalent (Test 3): 65
Sand Equivalent: 64
General comments (publicly viewable) (Max 1000 characters): Sample #1
Test was verified on 2/22/2023 ✔