Summary for Test 2023-12-01-53-1
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 212246 DEA: 053307A4 EFIS: 0514000027 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-46-49.7/54.6 |
| Award Date | 02/16/2022 |
| Closeout Date | 09/02/2025 |
| Work Description | Cholame Segment |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/30/2019) |
Sample Information
| Sample Taken Date | 12/01/2023 | Sample Unique Key | 53 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/20/2023 | Sample type | Dispute Resolution |
| A brief description of the sample | 3/4 HMA-A cold feed aggregate | The quantity of what the sample constitutes | 1 bag |
| From where was the sample collected | Source | First name of sampler or witnessed by | Martha |
| Last name of sampler or witnessed by | SPM QC | Title of sampler | witness J Cuellar CT TET |
| Telephone number of sampler | Laboratory sample identification | 23-Dispute-0194 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Sierra Pacific - Avenal | |
| Transportation Laboratory (TL) Number | C979505 | 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) | na |
|---|---|---|---|
| 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 belt | |
| 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 | 3 | |
| Sublot number | 8 | Aggregate Mix Number | L230077A |
Test Details
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DIME Sample ID: 2023-12-01-53
DIME Test ID: 2023-12-01-53-1
Testing Lab: CT HQ - Sacramento Aggregate Testing 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: 2023-12-27
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 12/22/2023
Clay Level (Test 1): 8.4
Sand Level (Test 1): 3.7
Clay Level (Test 2): 8.1
Sand Level (Test 2): 3.7
Clay Level (Test 3): 8
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 44
Sand Equivalent (Test 2): 46
Sand Equivalent (Test 3): 45
Sand Equivalent: 45
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/27/2023 ✔