Summary for Test 2022-01-25-39-3
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 215704 DEA: 020J9104 EFIS: 0219000174 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS,MOD,SHA-89,139,299-VAR |
| Award Date | 06/03/2021 |
| Closeout Date | 08/08/2022 |
| Work Description | REPAIR UNSOUND CONCRETE, POLYESTER CONCRETE OVERLAYS, JOINT SEALS. |
| Location Description | LASSEN, MODOC, AND SHASTA COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/03/2021) |
Sample Information
| Sample Taken Date | 01/25/2022 | Sample Unique Key | 39 |
|---|---|---|---|
| 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 | 01/26/2022 |
| Sample type | Acceptance | A brief description of the sample | Basement Soil |
| The quantity of what the sample constitutes | Basement Soil | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jordan | Last name of sampler or witnessed by | Wimer |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D78998 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | N/A | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | 02-LAS-299-11.88 from Embankment, 30 ft off CL, 2 to 3 ft depth | |
| Where the material sample would have been placed if not sampled | In situ |
Test Details
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DIME Sample ID: 2022-01-25-39
DIME Test ID: 2022-01-25-39-3
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: 2022-02-15
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 02/03/2022
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: 99 %
As Received Gradation, Percent Passing 1 in. sieve: 97 %
As Received Gradation, Percent Passing 3/4 in. sieve: 96 %
As Received Gradation, Percent Passing 1/2 in. sieve: 92 %
As Received Gradation, Percent Passing 3/8 in. sieve: 88 %
As Received Gradation, Percent Passing #4 sieve: 78 %
As Received Gradation, Percent Passing #8 sieve: 66 %
As Received Gradation, Percent Passing #16 sieve: 55 %
As Received Gradation, Percent Passing #30 sieve: 44 %
As Received Gradation, Percent Passing #50 sieve: 29 %
As Received Gradation, Percent Passing #100 sieve: 18 %
As Received Gradation, Percent Passing #200 sieve: 14 %
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: 91 %
As Used Gradation, Percent Passing #4 sieve: 80 %
As Used Gradation, Percent Passing #8 sieve: 69 %
As Used Gradation, Percent Passing #16 sieve: 57 %
As Used Gradation, Percent Passing #30 sieve: 45 %
As Used Gradation, Percent Passing #50 sieve: 30 %
As Used Gradation, Percent Passing #100 sieve: 19 %
As Used Gradation, Percent Passing #200 sieve: 14 %
Horizontal pressure (specimen 1): 0.2 MPa
Displacement (specimen 1): 3.72
Horizontal pressure (specimen 2): 0.47 MPa
Displacement (specimen 2): 3.82
Horizontal pressure (specimen 3): 0.7 MPa
Displacement (specimen 3): 4.53
R value (specimen 1): 75.2
R value (specimen 2): 46.7
R value (specimen 3): 24
R value: 38
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/15/2022 ✔