Summary for Test 2020-10-20-25-6
Test performed: CTM 204-June 2010Project Information
| Project Identifiers | Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-5-9.7/24.9 |
| Award Date | 05/01/2019 |
| Closeout Date | 02/22/2024 |
| Work Description | Not set |
| Location Description | Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct |
| QA Service Level | 1 (Verified on 07/19/2019) |
Sample Information
| Sample Taken Date | 10/20/2020 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 12/01/2020 |
| Sample type | Verification | A brief description of the sample | Virgin Aggregae 3/4-inch Type A |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | J. Buscheck (WITNESS) | Last name of sampler or witnessed by | Granite Personnel (SAMPLER) |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | JMF21-001 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Construction Company - Bradshaw | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-34-0060::VINEYARD SOUTH |
|---|---|---|---|
| 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 | Cold Feed | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-10-20-25
DIME Test ID: 2020-10-20-25-6
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Test Release Date: 2021-03-18
Test Results
The test method used?: Plastic Index
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 02/11/2021
Liquid Limit (LL): 0 %
Plastic Limit (PL): 0 %
Plastic Index(PI): NP
General comments (publicly viewable) (Max 1000 characters): JMF21-001.
Test was verified on 3/18/2021 ✔