Summary for Test 2022-08-31-38-4
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 212498 DEA: 021H5204 EFIS: 0217000009 |
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DIST-CO-RTE-PM | 02-SIS-3,263-48.5/49.7 - 49.41 |
Award Date | 06/09/2023 |
Closeout Date | Not set |
Work Description | Roadway Rehabilitation |
Location Description | 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41 |
QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
Sample Taken Date | 08/31/2022 | Sample Unique Key | 38 |
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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 | 09/01/2022 |
Sample type | Acceptance | A brief description of the sample | 3 bags of 3/4-inch Class 2 Aggregate Base |
The quantity of what the sample constitutes | 3000 tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Danny | Last name of sampler or witnessed by | Hansen |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | D79147 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Custom Crushing | Transportation Laboratory (TL) Number | 891187 |
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) | Custom Crushing |
---|---|---|---|
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 | Windrow | |
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: 2022-08-31-38
DIME Test ID: 2022-08-31-38-4
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: 2022-09-12
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Arthur Mills, Karen Dorado
Date of test: 09/09/2022
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: 79 %
As Received Gradation, Percent Passing 3/8 in. sieve: 69 %
As Received Gradation, Percent Passing #4 sieve: 48 %
As Received Gradation, Percent Passing #8 sieve: 34 %
As Received Gradation, Percent Passing #16 sieve: 26 %
As Received Gradation, Percent Passing #30 sieve: 20 %
As Received Gradation, Percent Passing #50 sieve: 15 %
As Received Gradation, Percent Passing #100 sieve: 10 %
As Received Gradation, Percent Passing #200 sieve: 7 %
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: 81 %
As Used Gradation, Percent Passing 3/8 in. sieve: 70 %
As Used Gradation, Percent Passing #4 sieve: 49 %
As Used Gradation, Percent Passing #8 sieve: 35 %
As Used Gradation, Percent Passing #16 sieve: 26 %
As Used Gradation, Percent Passing #30 sieve: 20 %
As Used Gradation, Percent Passing #50 sieve: 15 %
As Used Gradation, Percent Passing #100 sieve: 10 %
As Used Gradation, Percent Passing #200 sieve: 7 %
Horizontal pressure (specimen 1): 0.14 MPa
Displacement (specimen 1): 5.7
Horizontal pressure (specimen 2): 0.11 MPa
Displacement (specimen 2): 5.61
Horizontal pressure (specimen 3): 0.11 MPa
Displacement (specimen 3): 5.19
R value (specimen 1): 75
R value (specimen 2): 80
R value (specimen 3): 81.3
R value: 80
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/12/2022 ✔