Summary for Test 2022-06-21-36-2
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 | 05/06/2024 |
| 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 | 06/21/2022 | Sample Unique Key | 36 |
|---|---|---|---|
| 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 | 06/21/2022 |
| Sample type | Acceptance | A brief description of the sample | 3 bags of 3/4-inch Class2 Aggregate Base |
| The quantity of what the sample constitutes | 500 cy per TL-0101 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Dave | Last name of sampler or witnessed by | Lockett |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79061 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Moore's Pit | Transportation Laboratory (TL) Number | 036758 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Moores Pit |
|---|---|---|---|
| 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 on site | |
| Where the material sample would have been placed if not sampled | Roadway | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-06-21-36
DIME Test ID: 2022-06-21-36-2
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: 2022-06-30
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 06/30/2022
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: 96 %
As Received Gradation, Percent Passing 1/2 in. sieve: 75 %
As Received Gradation, Percent Passing 3/8 in. sieve: 65 %
As Received Gradation, Percent Passing #4 sieve: 46 %
As Received Gradation, Percent Passing #8 sieve: 34 %
As Received Gradation, Percent Passing #16 sieve: 24 %
As Received Gradation, Percent Passing #30 sieve: 17 %
As Received Gradation, Percent Passing #50 sieve: 12 %
As Received Gradation, Percent Passing #100 sieve: 9 %
As Received Gradation, Percent Passing #200 sieve: 7 %
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: 78 %
As Used Gradation, Percent Passing 3/8 in. sieve: 67 %
As Used Gradation, Percent Passing #4 sieve: 47 %
As Used Gradation, Percent Passing #8 sieve: 35 %
As Used Gradation, Percent Passing #16 sieve: 25 %
As Used Gradation, Percent Passing #30 sieve: 18 %
As Used Gradation, Percent Passing #50 sieve: 13 %
As Used Gradation, Percent Passing #100 sieve: 9 %
As Used Gradation, Percent Passing #200 sieve: 7 %
Horizontal pressure (specimen 1): 0.14 MPa
Displacement (specimen 1): 4.58
Horizontal pressure (specimen 2): 0.12 MPa
Displacement (specimen 2): 4.77
Horizontal pressure (specimen 3): 0.09 MPa
Displacement (specimen 3): 4.68
R value (specimen 1): 78.9
R value (specimen 2): 81.1
R value (specimen 3): 85.7
R value: 83
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/30/2022 ✔