Summary for Test 2025-10-30-27-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 1000540 DEA: 051Q03U4 EFIS: 0524000192 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO,KER-46-60.3/60.8,0.0/0.4 |
| Award Date | 12/13/2024 |
| Closeout Date | Not set |
| Work Description | VERTICAL CURVE AND EXTEND EXISTING TRUCK CLIMBING LANE. |
| Location Description | SAN LUIS OBISPO AND KERN COUNTIES NEAR CHOLAME FROM 2.0 MILES EAST OF ANTELOPE ROAD TO 0.4 MILE EAST OF THE KERN COUNTY LINE. |
| QA Service Level | 1 (Verified on 09/09/2024) |
Sample Information
| Sample Taken Date | 10/30/2025 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 10/30/2025 |
| Sample type | Acceptance | A brief description of the sample | 39AC12GGLMA 1/2" Aggregate |
| The quantity of what the sample constitutes | 333 tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Carlos | Last name of sampler or witnessed by | Manzo |
| Title of sampler | SPM QC | Telephone number of sampler | |
| Laboratory sample identification | 251030 L1SL5 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Sierra Pacific Materials - Avenal | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3916771 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-10-0006 |
|---|---|---|---|
| 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 | Conveyor Belt | |
| 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 | 1 | |
| Sublot number | 5 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-10-30-27
DIME Test ID: 2025-10-30-27-2
Testing Lab: CT D05 - Whitley Gardens 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: 2025-11-03
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: R. Zayas
Date of test: 11/03/2025
Clay Level (Test 1): 5.7
Sand Level (Test 1): 3.5
Clay Level (Test 2): 5.2
Sand Level (Test 2): 3.6
Clay Level (Test 3): 6
Sand Level (Test 3): 3.5
Sand Equivalent (Test 1): 62
Sand Equivalent (Test 2): 70
Sand Equivalent (Test 3): 59
Sand Equivalent: 64
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/3/2025 ✔