Summary for Test 2020-01-20-6-3
Test performed: CTM 229-June 2011Project 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 | 01/20/2020 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/25/2020 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4 inch Maximum Class 2 Aggregate Base | The quantity of what the sample constitutes | 500 yd |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Derrick |
| Last name of sampler or witnessed by | Morales | Title of sampler | Tech |
| Telephone number of sampler | Laboratory sample identification | D78334 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Bradshaw | |
| Transportation Laboratory (TL) Number | 739701 | 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) | 91-34-0043::VINEYARD I |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Stockpile at Granite - Bradshaw |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Product ID 1818 | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-01-20-6
DIME Test ID: 2020-01-20-6-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 229-June 2011: Method of Test for Durability Index
Test Release Date: 2020-03-16
Test Results
What test(s) are being run?: Coarse durability and fine durability
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 03/13/2020
Sediment reading for coarse durability index: 4.0
Clay reading: 4.7
Sand reading: 4
Coarse durability index: 87
Fine durability index: 85
General comments (publicly viewable) (Max 1000 characters): The correct fine durability value is 86.
Test was verified on 3/16/2020 ✔