Summary for Test 2023-04-21-1-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 212737 DEA: 060S8304 EFIS: 0615000046 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-5-44.4-45.4 |
| Award Date | 05/27/2022 |
| Closeout Date | Not set |
| Work Description | TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R. |
| Location Description | IN FRESNO COUNTY AT TUMEY GULCH. |
| QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
| Sample Taken Date | 04/21/2023 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 04/21/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4” HMA A R25 |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Tomas | Last name of sampler or witnessed by | Silva |
| Title of sampler | Plant Inspector | Telephone number of sampler | 559 3413953 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Colinga | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-10-0005 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1466s | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | Conveyor Belt | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | 22-J-023b | Lot number | 3 |
| Sublot number | 7 | Aggregate Mix Number |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2023-04-21-1
DIME Test ID: 2023-04-21-1-2
Testing Lab: CT D06 - Millbrook 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: 2023-04-26
Test Results
How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 04/25/2023
Clay reading: 5.5
Sand reading: 4.3
Sand Equivalent: 79
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/26/2023 ✔