Summary for Test 2022-11-15-75-2
Test performed: CTM 227-December 2014Project 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 | 11/15/2022 | Sample Unique Key | 75 |
|---|---|---|---|
| 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 | 03/20/2023 |
| Sample type | Annual Source Testing | A brief description of the sample | PCC 3/8 PEA GRAVEL |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Andy | Last name of sampler or witnessed by | QC tech |
| Title of sampler | QC Technician | Telephone number of sampler | 916-214-9316 |
| Laboratory sample identification | 23-ASC-0051 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Capay | Transportation Laboratory (TL) Number | C422-278 |
| 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) | 91-57-0014 |
|---|---|---|---|
| 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 | source stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2022-11-15-75
DIME Test ID: 2022-11-15-75-2
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2023-03-23
Test Results
Describe the gradation of the aggregate or the test method:: All aggregate is the same size
Input Type: Measured
Tester's full name: Nick Hall
Date of test: 12/08/2022
Top sediment column reading (single primary size): 0.3 in
Cleanness value (single primary size): 91
General comments (publicly viewable) (Max 1000 characters): 3/8" SOURCE TEST
Test was verified on 3/23/2023 ✔