Summary for Test 2025-12-16-17-3
Test performed: CTM 217-June 2011Project Information
| Project Identifiers | Project ID: 1001375 DEA: 040A53T4 EFIS: 0421000155 COOP: 040A53TCM |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-80-L1.8/L3.2 |
| Award Date | 06/20/2025 |
| Closeout Date | Not set |
| Work Description | Construct I-80 WB Truck Scales |
| Location Description | CONSTRUCTION ON STATE HIGHWAY IN SOLANO COUNTY IN AND NEAR FAIRFIELD ON ROUTE 12 FROM THE 80/12 EAST JUNCTION TO 0.9 MILE EAST OF CHADBOURNE ROAD UNDERCROSSING AND ON ROUTE 80 FROM 0.5 MILE WEST OF DAN WILSON CREEK BRIDGE TO WEST TEXAS STREET UNDERCROSSI |
| QA Service Level | 1 (Verified on 07/10/2025) |
Sample Information
| Sample Taken Date | 12/16/2025 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 12/16/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 1 x 4 PCC Aggregate and Sand |
| The quantity of what the sample constitutes | 9 CY | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Henry | Last name of sampler or witnessed by | Concepcion |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Central Vallejo (Lake Herman) | 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) | Vulcan Materials-Pleasanton |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Stockpile @ Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1-1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-12-16-17
DIME Test ID: 2025-12-16-17-3
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2025-12-17
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: FH
Date of test: 12/17/2025
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 56
Sand reading (test 1): 36
Clay reading (test 2): 52
Sand reading (test 2): 36
Clay reading (test 3): 53
Sand reading (test 3): 37
Sand equivalent (test 1): 65
Sand equivalent (test 2): 70
Sand equivalent (test 3): 70
Sand equivalent before temperature correction: 69
Sand equivalent after temperature correction: 69
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/17/2025 ✔