Summary for Test 2020-03-02-25-6
Test performed: CTM 204-June 2010Project Information
Project Identifiers | Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 |
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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 | 03/02/2020 | Sample Unique Key | 25 |
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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 | 03/03/2021 |
Sample type | Verification | A brief description of the sample | 3/4" HMA - A w/RAP (Long Life, RB) |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Walt | Last name of sampler or witnessed by | Wylie (WITNESS) |
Title of sampler | Granite Personnel | Telephone number of sampler | |
Laboratory sample identification | JMF20-002 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Construction Company - Bradshaw | Transportation Laboratory (TL) Number | |
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
DIME Sample ID: 2020-03-02-25
DIME Test ID: 2020-03-02-25-6
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: 2021-01-05
Test Results
The test method used?: Plastic Index
Input Type: Calculated
Tester's full name: Thom Stinnett
Date of test: 03/12/2020
Liquid Limit (LL): 0 %
Plastic Limit (PL): 0 %
Plastic Index(PI): NP
General comments (publicly viewable) (Max 1000 characters): JMF20-002. Test date estimated.
Test was verified on 1/5/2021 ✔