Summary for Test 2025-07-25-43-3
Test performed: CTM 226-July 2010Project Information
| Project Identifiers | Project ID: 994574 DEA: 050C7334 EFIS: 0518000116 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-1-10.5/13.4 |
| Award Date | 06/29/2023 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT OVERCROSSING AND AUXILIARY LANE/ Replace Capitola Ave OC + RWs and SWs |
| Location Description | SANTA CRUZ COUNTY IN AND NEAR CITY OF CAPITOLA FROM STATE PARK DRIVE OVERCROSSING TO 0.2 MILE NORTH OF BAY AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 04/13/2023) |
Sample Information
| Sample Taken Date | 07/25/2025 | Sample Unique Key | 43 |
|---|---|---|---|
| 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 | 07/26/2025 |
| Sample type | Quality Control | A brief description of the sample | 1" x #4 Aggregate |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Hiner |
| Title of sampler | QC Inspector | Telephone number of sampler | |
| Laboratory sample identification | 294881 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Wilson Quarry | 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) | Granite Wilson Quarry |
|---|---|---|---|
| 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 | Las Animas Santa Cruz Batch Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | C2S30 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-07-25-43
DIME Test ID: 2025-07-25-43-3
Testing Lab: Construction Testing Services
Test Method: CTM 226-July 2010: Method of Test for Determination of Moisture Content of Soils and Aggregates by Oven Drying
Test Release Date: 2025-08-01
Test Results
Input Type: Calculated
Tester's full name: Michael Mahurin
Date of test: 07/30/2025
Wet weight of the sample: 11880.5000000000 grams
Dry weight of the sample: 11733.6000000000 grams
Weight of water in sample: 146.9000000000 grams
Percent moisture: 1.3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/1/2025 ✔