Summary for Test 2021-08-25-6-10
Test performed: CTM 204-June 2010Project Information
Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
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DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
Award Date | 11/06/2018 |
Closeout Date | 08/16/2023 |
Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
Sample Taken Date | 08/25/2021 | Sample Unique Key | 6 |
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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 | 08/25/2021 |
Sample type | Department Acceptance | A brief description of the sample | Combined Virgin Aggregate |
The quantity of what the sample constitutes | 100k Ton Milestone | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | JD | Last name of sampler or witnessed by | Atkinson |
Title of sampler | Materials Tester | Telephone number of sampler | |
Laboratory sample identification | D78930 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 858989 |
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) | 91-45-0017 |
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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 | Laboratory batched from untreated virgin sized aggregate stockpile |
Where the material sample would have been placed if not sampled | 02 SHA 5 | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Not Applicable | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-08-25-6
DIME Test ID: 2021-08-25-6-10
Testing Lab: CT D02 - Redding 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: 2021-09-09
Test Results
The test method used?: Plastic Index
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 08/30/2021
Liquid Limit (LL): 0 %
Plastic Limit (PL): 0 %
Plastic Index(PI): NP
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/9/2021 ✔