Summary for Test 2024-03-21-9-3
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 994872 DEA: 060X1604 EFIS: 0618000183 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-58-R64.4/67.3 |
| Award Date | 08/29/2023 |
| Closeout Date | 05/09/2025 |
| Work Description | HMA (TYPE A), RHMA-G, JPCP, CRCP & HIGH SPEED WEIGH-IN-MOTION SYSTEM. |
| Location Description | KERN COUNTY NEAR EDISON FROM 0.2 MILE WEST OF TEJON HIGHWAY OVERCROSSING TO CALIENTE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 06/14/2023) |
Sample Information
| Sample Taken Date | 03/21/2024 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/21/2024 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4 HMA A PG70-10 | The quantity of what the sample constitutes | L1SL8 |
| From where was the sample collected | Source | First name of sampler or witnessed by | Paul |
| Last name of sampler or witnessed by | Klinker | Title of sampler | Materials Tester |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Griffith Edmonston | |
| 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) | 91-15-0068 |
|---|---|---|---|
| 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 Cold Feed | |
| 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 | 8 | 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: 2024-03-21-9
DIME Test ID: 2024-03-21-9-3
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: 2024-03-21
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: James Watson
Date of test: 03/21/2024
Clay Level (Test 1): 5.4
Sand Level (Test 1): 4
Clay Level (Test 2): 5.3
Sand Level (Test 2): 4
Clay Level (Test 3): 5.3
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 75
Sand Equivalent (Test 2): 76
Sand Equivalent (Test 3): 76
Sand Equivalent: 76
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/21/2024 ✔