Summary for Test 2022-04-14-44-5
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 993222 DEA: 081G5204 EFIS: 0816000020 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-18-100.9/115.9 |
| Award Date | 10/28/2021 |
| Closeout Date | 07/27/2023 |
| Work Description | COLD PLANE AC PAVEMENT & PLACE HMA AND MINOR CONCRETE. |
| Location Description | SAN BERNARDINO COUNTY IN AND NEAR ADELANTO FROM LOS ANGELES COUNTY LINE TO ROUTE 395 |
| QA Service Level | 1 (Verified on 10/04/2021) |
Sample Information
| Sample Taken Date | 04/14/2022 | Sample Unique Key | 44 |
|---|---|---|---|
| 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 | 05/03/2022 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R15 0.6% LAS |
| The quantity of what the sample constitutes | 2 Bags Combined Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Blue Diamond | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0262A-22 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Blue Diamond-Victorville | 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) | 91-19-0046., 91-36-0106 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | 300154 | A detailed description of where the material sample was collected | Belt Cut at Blue Diamond Victorville Plant |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-04-14-44
DIME Test ID: 2022-04-14-44-5
Testing Lab: CT D08 - Fontana Southern Regional 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: 2022-06-28
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Amir Behjati
Date of test: 05/04/2022
Clay Level (Test 1): 5.9
Sand Level (Test 1): 4.3
Clay Level (Test 2): 5.8
Sand Level (Test 2): 4.2
Clay Level (Test 3): 6
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 73
Sand Equivalent (Test 2): 73
Sand Equivalent (Test 3): 70
Sand Equivalent: 72
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/28/2022 ✔