Summary for Test 2020-06-03-34-1
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 212866 DEA: 021H9704 EFIS: 0216000051 |
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DIST-CO-RTE-PM | 02-TEH-36-12.6/13.1 |
Award Date | 11/25/2019 |
Closeout Date | 10/06/2020 |
Work Description | CURVE REALIGNMENT AND HMA PAVING. |
Location Description | TEHAMA COUNTY ABOUT 16 MILES EAST OF PLATINA FROM 2.3 MILES EAST TO 2.8 MILES EAST OF DRY CREEK BRIDGE |
QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
Sample Taken Date | 06/03/2020 | Sample Unique Key | 34 |
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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 | 06/03/2020 |
Sample type | Quality Assurance | A brief description of the sample | 34/" Class II AB |
The quantity of what the sample constitutes | not provided | From where was the sample collected | Job Site |
First name of sampler or witnessed by | David | Last name of sampler or witnessed by | Lockett |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D78455 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Not Provided | Transportation Laboratory (TL) Number | 002339 |
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) | Tullis |
---|---|---|---|
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 | Structural Section | |
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: 2020-06-03-34
DIME Test ID: 2020-06-03-34-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 301-March 2000: Method for Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the Stabilometer
Test Release Date: 2020-08-19
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Terry McCormick
Date of test: 06/03/2020
As Received Gradation, Percent Passing 3 in. sieve: 100 %
As Received Gradation, Percent Passing 2 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 2 in. sieve: 100 %
As Received Gradation, Percent Passing 1 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 1 in. sieve: 100 %
As Received Gradation, Percent Passing 3/4 in. sieve: 97 %
As Received Gradation, Percent Passing 1/2 in. sieve: 74 %
As Received Gradation, Percent Passing 3/8 in. sieve: 62 %
As Received Gradation, Percent Passing #4 sieve: 43 %
As Received Gradation, Percent Passing #8 sieve: 31 %
As Received Gradation, Percent Passing #16 sieve: 22 %
As Received Gradation, Percent Passing #30 sieve: 15 %
As Received Gradation, Percent Passing #50 sieve: 11 %
As Received Gradation, Percent Passing #100 sieve: 8 %
As Received Gradation, Percent Passing #200 sieve: 6 %
As Used Gradation, Percent Passing 3 in. sieve: 100 %
As Used Gradation, Percent Passing 2 1/2 in. sieve: 100 %
As Used Gradation, Percent Passing 2 in. sieve: 100 %
As Used Gradation, Percent Passing 1 1/2 in. sieve: 100 %
As Used Gradation, Percent Passing 1 in. sieve: 100 %
As Used Gradation, Percent Passing 3/4 in. sieve: 100 %
As Used Gradation, Percent Passing 1/2 in. sieve: 76 %
As Used Gradation, Percent Passing 3/8 in. sieve: 64 %
As Used Gradation, Percent Passing #4 sieve: 43 %
As Used Gradation, Percent Passing #8 sieve: 31 %
As Used Gradation, Percent Passing #16 sieve: 22 %
As Used Gradation, Percent Passing #30 sieve: 15 %
As Used Gradation, Percent Passing #50 sieve: 11 %
As Used Gradation, Percent Passing #100 sieve: 8 %
As Used Gradation, Percent Passing #200 sieve: 6 %
R value: 79
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/19/2020 ✔