Summary for Test 2022-08-30-83-4
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 212498 DEA: 021H5204 EFIS: 0217000009 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3,263-48.5/49.7 - 49.41 |
| Award Date | 06/09/2023 |
| Closeout Date | Not set |
| Work Description | Roadway Rehabilitation |
| Location Description | 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 08/30/2022 | Sample Unique Key | 83 |
|---|---|---|---|
| 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 | 08/31/2022 |
| Sample type | Acceptance | A brief description of the sample | 2 bags of 3/4-inch Maximum Class 2 Aggregate Base |
| The quantity of what the sample constitutes | 500 – 2000 cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Trina | Last name of sampler or witnessed by | Wiliams |
| Title of sampler | ARE | Telephone number of sampler | |
| Laboratory sample identification | D79148 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Custom Crushing | Transportation Laboratory (TL) Number | 891186 |
| 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) | Custom Crushing |
|---|---|---|---|
| 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 | Windrow, after blade passed | |
| 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 | Not set |
Test Details
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DIME Sample ID: 2022-08-30-83
DIME Test ID: 2022-08-30-83-4
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: 2022-09-22
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 09/15/2022
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: 98 %
As Received Gradation, Percent Passing 1/2 in. sieve: 80 %
As Received Gradation, Percent Passing 3/8 in. sieve: 69 %
As Received Gradation, Percent Passing #4 sieve: 51 %
As Received Gradation, Percent Passing #8 sieve: 38 %
As Received Gradation, Percent Passing #16 sieve: 30 %
As Received Gradation, Percent Passing #30 sieve: 24 %
As Received Gradation, Percent Passing #50 sieve: 18 %
As Received Gradation, Percent Passing #100 sieve: 13 %
As Received Gradation, Percent Passing #200 sieve: 10 %
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: 82 %
As Used Gradation, Percent Passing 3/8 in. sieve: 71 %
As Used Gradation, Percent Passing #4 sieve: 52 %
As Used Gradation, Percent Passing #8 sieve: 39 %
As Used Gradation, Percent Passing #16 sieve: 30 %
As Used Gradation, Percent Passing #30 sieve: 24 %
As Used Gradation, Percent Passing #50 sieve: 19 %
As Used Gradation, Percent Passing #100 sieve: 13 %
As Used Gradation, Percent Passing #200 sieve: 10 %
Horizontal pressure (specimen 1): 0.12 MPa
Displacement (specimen 1): 5.22
Horizontal pressure (specimen 2): 0.1 MPa
Displacement (specimen 2): 6.23
Horizontal pressure (specimen 3): 0.12 MPa
Displacement (specimen 3): 4.59
R value (specimen 1): 79.6
R value (specimen 2): 80.1
R value (specimen 3): 81.6
R value: 81
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/22/2022 ✔