Summary for Test 2024-09-25-84-4
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 1000157 DEA: 024J9004 EFIS: 0223000085 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-161-15.0/17.6 |
| Award Date | 05/15/2024 |
| Closeout Date | 03/24/2025 |
| Work Description | COLD CENTRAL PLANT RECYCLING WITH HMA OVERLAY. |
| Location Description | SISKIYOU COUNTY ABOUT 3.4 MILES WEST OF TULELAKE FROM 0.2 MILE WEST OF SOUTH MERRILL ROAD TO 0.3 MILE EAST OF HILL ROAD |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 09/25/2024 | Sample Unique Key | 84 |
|---|---|---|---|
| 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 | 09/25/2024 |
| Sample type | Acceptance | A brief description of the sample | Shoulder Backing |
| The quantity of what the sample constitutes | 2 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | G | Last name of sampler or witnessed by | G |
| Title of sampler | Jet | Telephone number of sampler | |
| Laboratory sample identification | D79721 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Knife River Construction | Transportation Laboratory (TL) Number | 851386 |
| 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) | Farmers Quarry |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-09-25-84
DIME Test ID: 2024-09-25-84-4
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: 2024-10-07
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 10/02/2024
As Received Gradation, Percent Passing 3 in. sieve: no data
As Received Gradation, Percent Passing 2 1/2 in. sieve: no data
As Received Gradation, Percent Passing 2 in. sieve: no data
As Received Gradation, Percent Passing 1 1/2 in. sieve: no data
As Received Gradation, Percent Passing 1 in. sieve: 100 %
As Received Gradation, Percent Passing 3/4 in. sieve: 97 %
As Received Gradation, Percent Passing 1/2 in. sieve: 82 %
As Received Gradation, Percent Passing 3/8 in. sieve: 73 %
As Received Gradation, Percent Passing #4 sieve: 50 %
As Received Gradation, Percent Passing #8 sieve: 36 %
As Received Gradation, Percent Passing #16 sieve: 25 %
As Received Gradation, Percent Passing #30 sieve: 18 %
As Received Gradation, Percent Passing #50 sieve: 14 %
As Received Gradation, Percent Passing #100 sieve: 10 %
As Received Gradation, Percent Passing #200 sieve: 7.8 %
As Used Gradation, Percent Passing 3 in. sieve: no data
As Used Gradation, Percent Passing 2 1/2 in. sieve: no data
As Used Gradation, Percent Passing 2 in. sieve: no data
As Used Gradation, Percent Passing 1 1/2 in. sieve: no data
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: 84 %
As Used Gradation, Percent Passing 3/8 in. sieve: 74 %
As Used Gradation, Percent Passing #4 sieve: 50 %
As Used Gradation, Percent Passing #8 sieve: 36 %
As Used Gradation, Percent Passing #16 sieve: 25 %
As Used Gradation, Percent Passing #30 sieve: 18 %
As Used Gradation, Percent Passing #50 sieve: 14 %
As Used Gradation, Percent Passing #100 sieve: 10 %
As Used Gradation, Percent Passing #200 sieve: 8 %
Horizontal pressure (specimen 1): 0.12 MPa
Displacement (specimen 1): 4.8
Horizontal pressure (specimen 2): 0.13 MPa
Displacement (specimen 2): 4.85
Horizontal pressure (specimen 3): 0.14 MPa
Displacement (specimen 3): 4.75
R value (specimen 1): 81
R value (specimen 2): 79.4
R value (specimen 3): 78.3
R value: 79
General comments (publicly viewable) (Max 1000 characters): R=79
Test was verified on 10/7/2024 ✔