Summary for Test 2023-06-27-109-4
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 994845 DEA: 061E6104 EFIS: 0622000068 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-63-2.0/4.0 |
| Award Date | 04/06/2023 |
| Closeout Date | 02/26/2024 |
| Work Description | FOR CONSTRUCTION ON STATE HIGHWAY IN TULARE COUNTY NEAR VISALIA FROM EAST CARTMILL AVENUE TO AVENUE 264 |
| Location Description | In District 06 On Route 63 |
| QA Service Level | 1 (Verified on 06/14/2023) |
Sample Information
| Sample Taken Date | 06/27/2023 | Sample Unique Key | 109 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/27/2023 | Sample type | Dispute Resolution |
| A brief description of the sample | 1/2" Aggregate | The quantity of what the sample constitutes | 3 bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | Doug |
| Last name of sampler or witnessed by | Ruff | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | 23-JMFDISP-0144 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Deer Creek Rock and Aspahlt | |
| Transportation Laboratory (TL) Number | C056427 | 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) | 91-54-0021 |
|---|---|---|---|
| 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 | HMA Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-06-27-109
DIME Test ID: 2023-06-27-109-4
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: 2023-08-02
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 07/31/2023
Clay Level (Test 1): 5.3
Sand Level (Test 1): 4.1
Clay Level (Test 2): 5.1
Sand Level (Test 2): 4.2
Clay Level (Test 3): 5.4
Sand Level (Test 3): 4.1
Sand Equivalent (Test 1): 78
Sand Equivalent (Test 2): 83
Sand Equivalent (Test 3): 76
Sand Equivalent: 79
General comments (publicly viewable) (Max 1000 characters): Sand equivalent (min)
Test was verified on 8/2/2023 ✔
