Summary for Test 2021-07-19-41-2
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 212775 DEA: 024F2204 EFIS: 0212000073 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-58.7/61.9 |
| Award Date | 02/25/2021 |
| Closeout Date | Not set |
| Work Description | REPLACE STRUCTURAL CONCRETE BRIDGE AND CULVERTS AND PLACE HMA. |
| Location Description | TRINITY COUNTY NEAR TRINITY CENTER FROM 58.7 MILES NORTH OF PREACHER MEADOWS ROAD TO 60.7 MILES SOUTH OF EL DORADO WAY |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 07/19/2021 | Sample Unique Key | 41 |
|---|---|---|---|
| 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 | 07/27/2021 |
| Sample type | Acceptance | A brief description of the sample | Native Soil |
| The quantity of what the sample constitutes | 2 Bags for R-Value | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Ernest | Last name of sampler or witnessed by | Garcia |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D78915 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 001475 |
| 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-TRI-3-Source alignment D Sta149 50 to 152 50 | |
| Where the material sample would have been placed if not sampled | 02 TRI 3 PM 58 7 to 60 7 |
Test Details
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DIME Sample ID: 2021-07-19-41
DIME Test ID: 2021-07-19-41-2
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: 2021-08-16
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 08/05/2021
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: 96 %
As Received Gradation, Percent Passing 1 in. sieve: 86 %
As Received Gradation, Percent Passing 3/4 in. sieve: 81 %
As Received Gradation, Percent Passing 1/2 in. sieve: 73 %
As Received Gradation, Percent Passing 3/8 in. sieve: 69 %
As Received Gradation, Percent Passing #4 sieve: 57 %
As Received Gradation, Percent Passing #8 sieve: 49 %
As Received Gradation, Percent Passing #16 sieve: 41 %
As Received Gradation, Percent Passing #30 sieve: 35 %
As Received Gradation, Percent Passing #50 sieve: 30 %
As Received Gradation, Percent Passing #100 sieve: 24 %
As Received Gradation, Percent Passing #200 sieve: 20 %
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: 90 %
As Used Gradation, Percent Passing 3/8 in. sieve: 85 %
As Used Gradation, Percent Passing #4 sieve: 71 %
As Used Gradation, Percent Passing #8 sieve: 60 %
As Used Gradation, Percent Passing #16 sieve: 51 %
As Used Gradation, Percent Passing #30 sieve: 43 %
As Used Gradation, Percent Passing #50 sieve: 37 %
As Used Gradation, Percent Passing #100 sieve: 30 %
As Used Gradation, Percent Passing #200 sieve: 24 %
Horizontal pressure (specimen 1): 0.52 MPa
Displacement (specimen 1): 3.6
Horizontal pressure (specimen 2): 0.7 MPa
Displacement (specimen 2): 3.5
Horizontal pressure (specimen 3): 0.85 MPa
Displacement (specimen 3): 3.45
R value (specimen 1): 43.6
R value (specimen 2): 29
R value (specimen 3): 17.6
R value: 25
General comments (publicly viewable) (Max 1000 characters): R-Value = 25 due to height correction
Test was verified on 8/16/2021 ✔