Summary for Test 2023-04-13-50-3
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 215310 DEA: 020J4504 EFIS: 0219000125 |
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DIST-CO-RTE-PM | 02-SIS-97-0/0.0001 |
Award Date | 06/30/2022 |
Closeout Date | Not set |
Work Description | DORRIS TMS |
Location Description | SISKIYOU COUNTY AT AND NEAR DORRIS AT VARIOUS LOCATIONS FROM 0.3 MILE SOUTH OF RICHARDSON ROAD TO 0.1 MILE NORTH OF DORRIS BROWNWELL ROAD |
QA Service Level | 1 (Verified on 11/09/2020) |
Sample Information
Sample Taken Date | 04/13/2023 | Sample Unique Key | 50 |
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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 | 04/14/2023 |
Sample type | Department Acceptance | A brief description of the sample | 4 bags of 3/4-inch Maximum Class 2 Aggregate Base |
The quantity of what the sample constitutes | Up to 2000 cy | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D79221 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Sousa Ready Mix – Mount Shasta | Transportation Laboratory (TL) Number | 858107 |
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) | 91-47-0015::Springhill Mine - Sousa Ready Mix |
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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 | Stockpile | |
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 |
Test Details
DIME Sample ID: 2023-04-13-50
DIME Test ID: 2023-04-13-50-3
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: 2023-05-01
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 04/26/2023
As Received Gradation, Percent Passing 3 in. sieve: no data
As Received Gradation, Percent Passing 2 1/2 in. sieve: no data
As Received Gradation, Percent Passing 2 in. sieve: no data
As Received Gradation, Percent Passing 1 1/2 in. sieve: no data
As Received Gradation, Percent Passing 1 in. sieve: 100 %
As Received Gradation, Percent Passing 3/4 in. sieve: 98 %
As Received Gradation, Percent Passing 1/2 in. sieve: 82 %
As Received Gradation, Percent Passing 3/8 in. sieve: 75 %
As Received Gradation, Percent Passing #4 sieve: 58 %
As Received Gradation, Percent Passing #8 sieve: 49 %
As Received Gradation, Percent Passing #16 sieve: 41 %
As Received Gradation, Percent Passing #30 sieve: 34 %
As Received Gradation, Percent Passing #50 sieve: 25 %
As Received Gradation, Percent Passing #100 sieve: 15 %
As Received Gradation, Percent Passing #200 sieve: 10 %
As Used Gradation, Percent Passing 3 in. sieve: no data
As Used Gradation, Percent Passing 2 1/2 in. sieve: no data
As Used Gradation, Percent Passing 2 in. sieve: no data
As Used Gradation, Percent Passing 1 1/2 in. sieve: no data
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: 83 %
As Used Gradation, Percent Passing 3/8 in. sieve: 76 %
As Used Gradation, Percent Passing #4 sieve: 59 %
As Used Gradation, Percent Passing #8 sieve: 49 %
As Used Gradation, Percent Passing #16 sieve: 41 %
As Used Gradation, Percent Passing #30 sieve: 34 %
As Used Gradation, Percent Passing #50 sieve: 25 %
As Used Gradation, Percent Passing #100 sieve: 15 %
As Used Gradation, Percent Passing #200 sieve: 10 %
Horizontal pressure (specimen 1): 0.15 MPa
Displacement (specimen 1): 5.05
Horizontal pressure (specimen 2): 0.14 MPa
Displacement (specimen 2): 4.41
Horizontal pressure (specimen 3): 0.12 MPa
Displacement (specimen 3): 4.9
R value (specimen 1): 75.8
R value (specimen 2): 79.5
R value (specimen 3): 80.6
R value: 79
General comments (publicly viewable) (Max 1000 characters): R=79
Test was verified on 5/1/2023 ✔