Summary for Test 2021-07-21-54-5
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 993213 DEA: 021J7304 EFIS: 0220000122 |
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DIST-CO-RTE-PM | 02-SIS-161-0.4/1.5 |
Award Date | 04/28/2023 |
Closeout Date | 03/28/2024 |
Work Description | PAVEMENT REHABILITATION |
Location Description | SISKIYOU COUNTY NEAR DORRIS FROM 0.4 MILE EAST OF INDIAN TOM LAKE ROAD TO 1.4 MILES EAST OF INDIAN TOM LAKE ROAD |
QA Service Level | 1 (Verified on 09/13/2021) |
Sample Information
Sample Taken Date | 07/21/2021 | Sample Unique Key | 54 |
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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 | 07/28/2021 |
Sample type | Preliminary | A brief description of the sample | Soil |
The quantity of what the sample constitutes | 2 bags for structural section recommendation | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | Steiner |
Title of sampler | ADME | Telephone number of sampler | |
Laboratory sample identification | D78916 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 824591 |
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 | |
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The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | 02, SIS, 161 PM 0.7 Depth 1.0 to 1.5 ft | |
Where the material sample would have been placed if not sampled | 02 SIS 161 |
Test Details
DIME Sample ID: 2021-07-21-54
DIME Test ID: 2021-07-21-54-5
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: 2021-08-26
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 08/06/2021
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: 91 %
As Received Gradation, Percent Passing 1 in. sieve: 86 %
As Received Gradation, Percent Passing 3/4 in. sieve: 82 %
As Received Gradation, Percent Passing 1/2 in. sieve: 76 %
As Received Gradation, Percent Passing 3/8 in. sieve: 73 %
As Received Gradation, Percent Passing #4 sieve: 61 %
As Received Gradation, Percent Passing #8 sieve: 52 %
As Received Gradation, Percent Passing #16 sieve: 44 %
As Received Gradation, Percent Passing #30 sieve: 38 %
As Received Gradation, Percent Passing #50 sieve: 32 %
As Received Gradation, Percent Passing #100 sieve: 23 %
As Received Gradation, Percent Passing #200 sieve: 16 %
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: 92 %
As Used Gradation, Percent Passing 3/8 in. sieve: 88 %
As Used Gradation, Percent Passing #4 sieve: 72 %
As Used Gradation, Percent Passing #8 sieve: 61 %
As Used Gradation, Percent Passing #16 sieve: 52 %
As Used Gradation, Percent Passing #30 sieve: 45 %
As Used Gradation, Percent Passing #50 sieve: 38 %
As Used Gradation, Percent Passing #100 sieve: 27 %
As Used Gradation, Percent Passing #200 sieve: 19 %
Horizontal pressure (specimen 1): 0.15 MPa
Displacement (specimen 1): 3.82
Horizontal pressure (specimen 2): 0.52 MPa
Displacement (specimen 2): 3.68
Horizontal pressure (specimen 3): 0.63 MPa
Displacement (specimen 3): 3.99
R value (specimen 1): 80.6
R value (specimen 2): 43.1
R value (specimen 3): 31.9
R value: 36
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/26/2021 ✔