Summary for Test 2025-07-16-10-5
Test performed: CTM 226-July 2010Project Information
| Project Identifiers | Project ID: 212470 DEA: 044A1304 EFIS: 0400001106 COOP: 042718 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-101-18.5/18.5 |
| Award Date | 11/17/2023 |
| Closeout Date | Not set |
| Work Description | CONSISTS OF MODIFICATION AND RECONSTRUCTION OF THE EXISTING US 101/HEARN AVENUE INTERCHANGE IN SONOMA COUNTY, INCLUDING REPLACING THE EXISTING TWO-LANE HEARN AVENUE OVERCROSSING WITH A NEW OVERCROSSING, AND MODIFYING THE SOUTHBOUND OFF-RAMP IN CITY |
| Location Description | IN SONOMA COUNTY. |
| QA Service Level | 1 (Verified on 09/23/2019) |
Sample Information
| Sample Taken Date | 07/16/2025 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 07/16/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 1x 4 Pcc Aggregate |
| The quantity of what the sample constitutes | ~ 18 cy | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Casey | Last name of sampler or witnessed by | Farrington |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Superior Supplies | 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) | Canyon Rock/ Granite Capay |
|---|---|---|---|
| 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 | Conveyor Belt | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | 590CR2 |
Test Details
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DIME Sample ID: 2025-07-16-10
DIME Test ID: 2025-07-16-10-5
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: CTM 226-July 2010: Method of Test for Determination of Moisture Content of Soils and Aggregates by Oven Drying
Test Release Date: 2025-07-16
Test Results
Input Type: Calculated
Tester's full name: Casey Farrington
Date of test: 07/16/2025
Wet weight of the sample: 2229.8000000000 grams
Dry weight of the sample: 2190.1000000000 grams
Weight of water in sample: 39.7000000000 grams
Percent moisture: 1.8 %
General comments (publicly viewable) (Max 1000 characters): 3/8"
Test was verified on 7/16/2025 ✔