Summary for Test 2023-07-14-23-3
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 | 07/14/2023 | Sample Unique Key | 23 |
|---|---|---|---|
| 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 | 07/14/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 1x4 PCC Aggregates |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Kenneth | Last name of sampler or witnessed by | Poulter |
| Title of sampler | QA Technician | Telephone number of sampler | 7076170037 |
| Laboratory sample identification | Con_23_826 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Cemex Fairfield | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bridge 23-0052 | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-57-0008 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Coarse Aggregate | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | belt cut | |
| Where the material sample would have been placed if not sampled | approach slab | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | 1615759 | Lot number | |
| Sublot number | Aggregate Mix Number | 1615759 |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2023-07-14-23
DIME Test ID: 2023-07-14-23-3
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: 2023-07-19
Test Results
Describe the gradation of the aggregate or the test method:: Mix of sizes - max 1.5 in.
Input Type: Measured
Tester's full name: IGNACIO ARECHIGA
Date of test: 07/19/2023
Top sediment column reading (11/2 in. x 3/4 in.): 1.5 in
Top sediment column reading (1 in. x No. 4): 1.5 in
Cleanness value (11/2 in. x 3/4 in.): 65.9
Cleanness value (1 in. x No. 4): 65.9
Cleanness value (11/2 in. maximum aggregate mix): 66
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/19/2023 ✔