Summary for Test 2023-03-30-51-1
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 215677 DEA: 044G0804 EFIS: 0412000332 COOP: 042676 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-80-R10.4/30.2 |
| Award Date | 01/18/2022 |
| Closeout Date | Not set |
| Work Description | Highway widening, overhead signs, and electronic toll system. |
| Location Description | In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing. |
| QA Service Level | 1 (Verified on 04/11/2022) |
Sample Information
| Sample Taken Date | 03/30/2023 | Sample Unique Key | 51 |
|---|---|---|---|
| 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 | 04/04/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA Type A |
| The quantity of what the sample constitutes | Bin 1-4 & RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Christian | Last name of sampler or witnessed by | Sousa |
| Title of sampler | QC Manager | Telephone number of sampler | 5306513393 |
| Laboratory sample identification | Con_23_259 | Linked DIME Sample ID | 2023-03-30-46 |
| The fabricator/manufacturer/facility name | Vulcan Vallejo | 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) | 91-48-0002 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA Type A | The fabricator/manufacturer designation for the sample | Batch Plant |
| The plant number | A detailed description of where the material sample was collected | Bins 1, 2, 3, and 4 | |
| Where the material sample would have been placed if not sampled | Roadway | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | 6 | |
| Sublot number | 20 | Aggregate Mix Number | 411101510LB0221 |
Test Details
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DIME Sample ID: 2023-03-30-51
DIME Test ID: 2023-03-30-51-1
Testing Lab: CT D04 - Concord 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: 2023-04-20
Test Results
How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Augusto Rios
Date of test: 04/05/2023
Clay reading: 6.7
Sand reading: 3.7
Sand Equivalent: 56
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/20/2023 ✔