Summary for Test 2023-10-11-53-3
Test performed: CTM 217-June 2011Project Information
| Project Identifiers | Project ID: 993333 DEA: 04264724 EFIS: 0419000068 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-101-R20.8/27.1 |
| Award Date | 04/26/2022 |
| Closeout Date | Not set |
| Work Description | CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL. |
| Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 10/11/2023 | Sample Unique Key | 53 |
|---|---|---|---|
| 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 | 10/11/2023 |
| Sample type | Quality Control | A brief description of the sample | aggregate |
| The quantity of what the sample constitutes | 27 CY | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Julio | Last name of sampler or witnessed by | Magana |
| Title of sampler | lab Technician | Telephone number of sampler | |
| Laboratory sample identification | L232898 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Shamrock Materials Petaluma | 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) | Shamrock Materials Petaluma |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | SL4201CG | The fabricator/manufacturer designation for the sample | SL4201CG |
| The plant number | A detailed description of where the material sample was collected | Supplier | |
| Where the material sample would have been placed if not sampled | concrete | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | SL4201CG | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-10-11-53
DIME Test ID: 2023-10-11-53-3
Testing Lab: Pavement Engineers
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2023-10-17
Test Results
Number of tests: 3
Input Type: Calculated
Tester's full name: Roland Ocansey
Date of test: 10/12/2023
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 5.3
Sand reading (test 1): 4.5
Clay reading (test 2): 5.1
Sand reading (test 2): 4.2
Clay reading (test 3): 5.2
Sand reading (test 3): 4.4
Sand equivalent (test 1): 85
Sand equivalent (test 2): 83
Sand equivalent (test 3): 85
Sand equivalent before temperature correction: 84
Sand equivalent after temperature correction: 84
General comments (publicly viewable) (Max 1000 characters): sample #1
Test was verified on 10/17/2023 ✔