Summary for Test 2024-12-16-19-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 1000274 DEA: 041X2804 EFIS: 0424000295 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-84-11.2 or 15.5 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Repair Slip Out |
| Location Description | Niles Canyon |
| QA Service Level | 1 (Verified on 05/10/2024) |
Sample Information
| Sample Taken Date | 12/16/2024 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 12/17/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4-inch HMA-SP Type A |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Source |
| First name of sampler or witnessed by | Bhalinder | Last name of sampler or witnessed by | Pandher |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Pleasanton | 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) | 91-01-0010 |
|---|---|---|---|
| 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 Sampler | |
| 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 | 220304 |
Test Details
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DIME Sample ID: 2024-12-16-19
DIME Test ID: 2024-12-16-19-2
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: 2024-12-20
Test Results
How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Rob Lohman
Date of test: 12/18/2024
Clay reading: 5.5
Sand reading: 4
Sand Equivalent: 73
General comments (publicly viewable) (Max 1000 characters): Sample #1
Test was verified on 12/20/2024 ✔