Summary for Test 2021-10-22-16-4
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 215424 DEA: 024G4404 EFIS: 0214000013 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3-38.0/38.6 |
| Award Date | 04/05/2021 |
| Closeout Date | 08/14/2023 |
| Work Description | BRIDGE REPLACEMENT |
| Location Description | SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD |
| QA Service Level | 1 (Verified on 01/19/2021) |
Sample Information
| Sample Taken Date | 10/22/2021 | Sample Unique Key | 16 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/25/2021 | Sample type | Department Acceptance |
| A brief description of the sample | Class 2 Aggregate Base | The quantity of what the sample constitutes | 2 Bags |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Danny |
| Last name of sampler or witnessed by | Hansen | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D78965 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Custom Crushing | |
| Transportation Laboratory (TL) Number | 815552 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | custom crushing |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | unk | A detailed description of where the material sample was collected | Stockpile |
| Where the material sample would have been placed if not sampled | 02 SIS 3 38 to 38 6 | Primary Aggregate Nominal Size | 3/4 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: 2021-10-22-16
DIME Test ID: 2021-10-22-16-4
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: 2021-10-28
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 10/28/2021
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: 100 %
As Received Gradation, Percent Passing 3/4 in. sieve: 99 %
As Received Gradation, Percent Passing 1/2 in. sieve: 85 %
As Received Gradation, Percent Passing 3/8 in. sieve: 72 %
As Received Gradation, Percent Passing #4 sieve: 46 %
As Received Gradation, Percent Passing #8 sieve: 32 %
As Received Gradation, Percent Passing #16 sieve: 24 %
As Received Gradation, Percent Passing #30 sieve: 19 %
As Received Gradation, Percent Passing #50 sieve: 14 %
As Received Gradation, Percent Passing #100 sieve: 10 %
As Received Gradation, Percent Passing #200 sieve: 6.9 %
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: 86 %
As Used Gradation, Percent Passing 3/8 in. sieve: 73 %
As Used Gradation, Percent Passing #4 sieve: 46 %
As Used Gradation, Percent Passing #8 sieve: 32 %
As Used Gradation, Percent Passing #16 sieve: 24 %
As Used Gradation, Percent Passing #30 sieve: 19 %
As Used Gradation, Percent Passing #50 sieve: 14 %
As Used Gradation, Percent Passing #100 sieve: 10 %
As Used Gradation, Percent Passing #200 sieve: 7 %
Horizontal pressure (specimen 1): 0.1 MPa
Displacement (specimen 1): 4.89
Horizontal pressure (specimen 2): 0.12 MPa
Displacement (specimen 2): 5.2
Horizontal pressure (specimen 3): 0.12 MPa
Displacement (specimen 3): 5.51
R value (specimen 1): 83.6
R value (specimen 2): 79.7
R value (specimen 3): 78.7
R value: 79
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/28/2021 ✔