Summary for Test 2020-03-19-9-2
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 | 03/19/2020 | Sample Unique Key | 9 |
---|---|---|---|
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 | 03/20/2020 |
Sample type | Verification | A brief description of the sample | 3/4-inch Type A Aggregate (Untreated, Virgin) |
The quantity of what the sample constitutes | JMF Renewal | From where was the sample collected | Source |
First name of sampler or witnessed by | Karen | Last name of sampler or witnessed by | Spliethof |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D78361F | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Fawndale Rock Quarry | 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) | 91-45-0017::FAWNDALE ROCK QUARRY |
---|---|---|---|
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 | Lab-Batched from Sized Untreated Aggregate Stockpiles |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-03-19-9
DIME Test ID: 2020-03-19-9-2
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: 2020-04-10
Test Results
The test method used?: Plastic Index
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 04/09/2020
Liquid Limit (LL): 0 %
Plastic Limit (PL): 0 %
Plastic Index(PI): NP
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/10/2020 ✔