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 |
|---|---|---|---|
| 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 | 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
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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 ✔