Summary for Test 2023-05-12-52-2
Test performed: CTM 217-June 2011Project 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 | 05/12/2023 | Sample Unique Key | 52 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/12/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4 Recycled AB Class 2 | The quantity of what the sample constitutes | 1 bag |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Augusto |
| Last name of sampler or witnessed by | Rios | Title of sampler | QA Technician |
| Telephone number of sampler | 9097710834 | Laboratory sample identification | Con_23_422 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | O.C. Jones & Sons | |
| Transportation Laboratory (TL) Number | C422-325 | 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) | 00-00-0004 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | CL 2AB 3/4 | The fabricator/manufacturer designation for the sample | M-Line EB/WB 80 Ulatis OC to Alison UC |
| The plant number | A detailed description of where the material sample was collected | stockpile 95475 | |
| 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 | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-05-12-52
DIME Test ID: 2023-05-12-52-2
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2023-05-16
Test Results
Number of tests: 1
Input Type: Measured
Tester's full name: Augusto Rios
Date of test: 05/15/2023
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 9.9
Sand reading (test 1): 2.9
Sand equivalent (test 1): 30
Sand equivalent before temperature correction: 30
Sand equivalent after temperature correction: 30
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/16/2023 ✔