Summary for Test 2018-10-03-33-3
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 212779 DEA: 021H5804 EFIS: 0216000024 |
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DIST-CO-RTE-PM | 02-PLU-70-58.4/R78.4 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
Sample Taken Date | 10/03/2018 | Sample Unique Key | 33 |
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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 | 09/04/2018 |
Sample type | Informational | A brief description of the sample | Native Soil |
The quantity of what the sample constitutes | N/A | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Dennis | Last name of sampler or witnessed by | Hickey |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D77684 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Native soil | 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) | N/A |
---|---|---|---|
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 | Plu 70 PM 61.61 10ft left of fog line | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1-1/2 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2018-10-03-33
DIME Test ID: 2018-10-03-33-3
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: 2020-08-18
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: TRM
Date of test: 10/16/2018
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: 97 %
As Received Gradation, Percent Passing 1 in. sieve: 95 %
As Received Gradation, Percent Passing 3/4 in. sieve: 93 %
As Received Gradation, Percent Passing 1/2 in. sieve: 89 %
As Received Gradation, Percent Passing 3/8 in. sieve: 86 %
As Received Gradation, Percent Passing #4 sieve: 73 %
As Received Gradation, Percent Passing #8 sieve: 60 %
As Received Gradation, Percent Passing #16 sieve: 45 %
As Received Gradation, Percent Passing #30 sieve: 31 %
As Received Gradation, Percent Passing #50 sieve: 29 %
As Received Gradation, Percent Passing #100 sieve: 10 %
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: 96 %
As Used Gradation, Percent Passing 3/8 in. sieve: 92 %
As Used Gradation, Percent Passing #4 sieve: 78 %
As Used Gradation, Percent Passing #8 sieve: 65 %
As Used Gradation, Percent Passing #16 sieve: 48 %
As Used Gradation, Percent Passing #30 sieve: 33 %
As Used Gradation, Percent Passing #50 sieve: 31 %
As Used Gradation, Percent Passing #100 sieve: 11 %
As Used Gradation, Percent Passing #200 sieve: 6 %
R value: 73
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/18/2020 ✔