Summary for Test 2021-06-08-19-2
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 215245 DEA: 021J4504 EFIS: 0220000080 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-89-14.0/19.0 |
| Award Date | 12/08/2020 |
| Closeout Date | 09/27/2021 |
| Work Description | PLACE HMA (TYPE A). |
| Location Description | SISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/23/2020) |
Sample Information
| Sample Taken Date | 06/08/2021 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 06/08/2021 |
| Sample type | Acceptance | A brief description of the sample | Shoulder Backing |
| The quantity of what the sample constitutes | Up to 3000 tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Carmichael |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D78836 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 779373 |
| 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) | 91-45-0017 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Stockpile |
| Where the material sample would have been placed if not sampled | 02 SIS 89 | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | Lot number | Unknown | |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-08-19
DIME Test ID: 2021-06-08-19-2
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: 2021-12-02
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/16/2021
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: 96 %
As Received Gradation, Percent Passing 3/4 in. sieve: 86 %
As Received Gradation, Percent Passing 1/2 in. sieve: 72 %
As Received Gradation, Percent Passing 3/8 in. sieve: 63 %
As Received Gradation, Percent Passing #4 sieve: 47 %
As Received Gradation, Percent Passing #8 sieve: 35 %
As Received Gradation, Percent Passing #16 sieve: 25 %
As Received Gradation, Percent Passing #30 sieve: 19 %
As Received Gradation, Percent Passing #50 sieve: 16 %
As Received Gradation, Percent Passing #100 sieve: 13 %
As Received Gradation, Percent Passing #200 sieve: 11 %
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: 84 %
As Used Gradation, Percent Passing 3/8 in. sieve: 74 %
As Used Gradation, Percent Passing #4 sieve: 54 %
As Used Gradation, Percent Passing #8 sieve: 40 %
As Used Gradation, Percent Passing #16 sieve: 29 %
As Used Gradation, Percent Passing #30 sieve: 22 %
As Used Gradation, Percent Passing #50 sieve: 18 %
As Used Gradation, Percent Passing #100 sieve: 15 %
As Used Gradation, Percent Passing #200 sieve: 12 %
Horizontal pressure (specimen 1): 0.1 MPa
Displacement (specimen 1): 4.25
Horizontal pressure (specimen 2): 0.14 MPa
Displacement (specimen 2): 4.57
Horizontal pressure (specimen 3): 0.17 MPa
Displacement (specimen 3): 4.06
R value (specimen 1): 85.5
R value (specimen 2): 79
R value (specimen 3): 77.1
R value: 77
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/2/2021 ✔