Summary for Test 2022-02-26-4-5
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 993153 DEA: 120H0474 EFIS: 1212000053 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-241-27.8/38.0 |
| Award Date | 10/21/2021 |
| Closeout Date | Not set |
| Work Description | PLACE HMA AND PERFORATED PLASTIC PIPE UNDERDRAIN. |
| Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS FROM 0.1 MILE NORTH OF ROUTE 133 TO 0.5 MILE SOUTH OF ROUTE 91 |
| QA Service Level | 1 (Verified on 08/02/2021) |
Sample Information
| Sample Taken Date | 02/26/2022 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 03/14/2022 |
| Sample type | Verification | A brief description of the sample | JMF 3/4" HMA-A-SP R25 0.50% LAS |
| The quantity of what the sample constitutes | 5 Bags Agg., 4 Bags Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vulcan Corona | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0161A-22 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Corona Drum | 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) | 91-33-0027, 91-33-0073 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | 220200 CORD SJR | A detailed description of where the material sample was collected | Belt Cut at Vulcan Corona 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: 2022-02-26-4
DIME Test ID: 2022-02-26-4-5
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: 2022-03-29
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: MD Tarafdar
Date of test: 03/15/2022
Clay Level (Test 1): 5.2
Sand Level (Test 1): 4.1
Clay Level (Test 2): 5.4
Sand Level (Test 2): 4
Clay Level (Test 3): 5.6
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 79
Sand Equivalent (Test 2): 75
Sand Equivalent (Test 3): 75
Sand Equivalent: 77
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/29/2022 ✔