Summary for Test 2021-05-27-35-1
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 212496 DEA: 024E4504 EFIS: 0200020286 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS,MOD-139,299-VAR |
| Award Date | 07/28/2020 |
| Closeout Date | 08/14/2023 |
| Work Description | PLACE HMA, REPLACE DRAINAGE, CULVERT, ELECTRICAL AND LIGHTING SYSTEMS. |
| Location Description | LASSEN AND MODOC COUNTIES ON ROUTE 139 AT 0.1 MILE NORTH OF LASSEN COUNTY LINE AND ON ROUTE 299 AT VARIOUS LOCATONS FROM 0.4 MILE WEST OF BOYD HILL LOOKOUT ROAD TO 0.6 MILE EAST OF COUNTY ROAD 87 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 05/27/2021 | Sample Unique Key | 35 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/01/2021 | Sample type | Department Acceptance |
| A brief description of the sample | Embankment Fill | The quantity of what the sample constitutes | Unknown |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | E. |
| Last name of sampler or witnessed by | Chavez | Title of sampler | Unknown |
| Telephone number of sampler | Laboratory sample identification | D78817 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Unknown | |
| Transportation Laboratory (TL) Number | 766437 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | 02 LAS, MOD 139, 299 VAR WB A LINE at STA 1244 00 LT Borrow Pit |
| Where the material sample would have been placed if not sampled | 02 LAS MOD 139 299 VAR |
Test Details
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DIME Sample ID: 2021-05-27-35
DIME Test ID: 2021-05-27-35-1
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: 2021-08-17
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/08/2021
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: 99 %
As Received Gradation, Percent Passing 3/4 in. sieve: 98 %
As Received Gradation, Percent Passing 1/2 in. sieve: 95 %
As Received Gradation, Percent Passing 3/8 in. sieve: 93 %
As Received Gradation, Percent Passing #4 sieve: 87 %
As Received Gradation, Percent Passing #8 sieve: 82 %
As Received Gradation, Percent Passing #16 sieve: 75 %
As Received Gradation, Percent Passing #30 sieve: 67 %
As Received Gradation, Percent Passing #50 sieve: 55 %
As Received Gradation, Percent Passing #100 sieve: 41 %
As Received Gradation, Percent Passing #200 sieve: 29 %
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: 97 %
As Used Gradation, Percent Passing 3/8 in. sieve: 95 %
As Used Gradation, Percent Passing #4 sieve: 88 %
As Used Gradation, Percent Passing #8 sieve: 83 %
As Used Gradation, Percent Passing #16 sieve: 76 %
As Used Gradation, Percent Passing #30 sieve: 68 %
As Used Gradation, Percent Passing #50 sieve: 56 %
As Used Gradation, Percent Passing #100 sieve: 41 %
As Used Gradation, Percent Passing #200 sieve: 29 %
Horizontal pressure (specimen 1): 0.33 MPa
Displacement (specimen 1): 3.29
Horizontal pressure (specimen 2): 0.57 MPa
Displacement (specimen 2): 3.65
Horizontal pressure (specimen 3): 0.74 MPa
Displacement (specimen 3): 3.65
R value (specimen 1): 63.9
R value (specimen 2): 38.9
R value (specimen 3): 25
R value: 35
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/17/2021 ✔