Summary for Test 2020-06-16-53-1
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 215240 DEA: 021H6804 EFIS: 0216000010 |
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DIST-CO-RTE-PM | 02-TEH-5-39/41.9 |
Award Date | 02/13/2023 |
Closeout Date | Not set |
Work Description | SB Cottonwood Scales |
Location Description | Not set |
QA Service Level | 1 (Verified on 10/23/2020) |
Sample Information
Sample Taken Date | 06/16/2020 | Sample Unique Key | 53 |
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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 | 06/16/2020 |
Sample type | Informational | A brief description of the sample | Sand, silt, Rock, Rap |
The quantity of what the sample constitutes | not provided | From where was the sample collected | Job Site |
First name of sampler or witnessed by | B | Last name of sampler or witnessed by | Steiner |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D78484 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Not Provided | Transportation Laboratory (TL) Number | 824579 |
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) | Not Applicable |
---|---|---|---|
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 | SB Cottonwood Truck Scales near fence 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: 2020-06-16-53
DIME Test ID: 2020-06-16-53-1
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: 2020-10-19
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Terry McCormick
Date of test: 06/24/2020
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: 97 %
As Received Gradation, Percent Passing 3/4 in. sieve: 92 %
As Received Gradation, Percent Passing 1/2 in. sieve: 84 %
As Received Gradation, Percent Passing 3/8 in. sieve: 78 %
As Received Gradation, Percent Passing #4 sieve: 68 %
As Received Gradation, Percent Passing #8 sieve: 61 %
As Received Gradation, Percent Passing #16 sieve: 54 %
As Received Gradation, Percent Passing #30 sieve: 49 %
As Received Gradation, Percent Passing #50 sieve: 43 %
As Received Gradation, Percent Passing #100 sieve: 38 %
As Received Gradation, Percent Passing #200 sieve: 33 %
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: 91 %
As Used Gradation, Percent Passing 3/8 in. sieve: 85 %
As Used Gradation, Percent Passing #4 sieve: 74 %
As Used Gradation, Percent Passing #8 sieve: 66 %
As Used Gradation, Percent Passing #16 sieve: 59 %
As Used Gradation, Percent Passing #30 sieve: 53 %
As Used Gradation, Percent Passing #50 sieve: 47 %
As Used Gradation, Percent Passing #100 sieve: 41 %
As Used Gradation, Percent Passing #200 sieve: 36 %
R value: 36
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/19/2020 ✔