Summary for Test 2024-10-17-9-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 995201 DEA: 061G3104 EFIS: 0623000239 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-178-20.6/21.6 |
| Award Date | 06/02/2023 |
| Closeout Date | 12/02/2025 |
| Work Description | Roadway / retaining wall / slope repairs |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/06/2023) |
Sample Information
| Sample Taken Date | 10/17/2024 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 10/17/2024 |
| Sample type | Acceptance | A brief description of the sample | HMA Type A |
| The quantity of what the sample constitutes | 3/4" HMA type A PG 64-16 15% RAP | From where was the sample collected | Source |
| First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | Cozad |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Solari Plant | 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) | 91-15-0114 |
|---|---|---|---|
| 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 | coldfeed | |
| 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 | 1 | |
| Sublot number | 1 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-10-17-9
DIME Test ID: 2024-10-17-9-2
Testing Lab: CT D06 - Bakersfield 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: 2024-10-17
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 10/17/2024
Clay Level (Test 1): 5.5
Sand Level (Test 1): 4.2
Clay Level (Test 2): 5.5
Sand Level (Test 2): 4
Clay Level (Test 3): 5.6
Sand Level (Test 3): 4.1
Sand Equivalent (Test 1): 77
Sand Equivalent (Test 2): 73
Sand Equivalent (Test 3): 74
Sand Equivalent: 75
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1G3104_37000_241017_L1SL1_HMAGradation_T11T27T176 | 116.58 KB | 10/17/2024 | 2024-10-17-9-2 | Info |
Test was verified on 10/17/2024 ✔