Summary for Test 2022-08-30-79-4
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 993354 DEA: 023J1204 EFIS: 0222000010 |
|---|---|
| DIST-CO-RTE-PM | 02-BUT,BUT/PLU-70-22/45 (PLU), 4/45 |
| Award Date | 07/26/2021 |
| Closeout Date | 07/27/2023 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 08/30/2022 | Sample Unique Key | 79 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/30/2022 | Sample type | Department Acceptance |
| A brief description of the sample | 4 bags of 3/4-inch Class 2 Aggregate Base for use in Structural Backfill | The quantity of what the sample constitutes | Structural Backfill? |
| From where was the sample collected | Manufacturer | 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 | D79146 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Materials | |
| Transportation Laboratory (TL) Number | 036612 | 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) | Vulcan Materials |
|---|---|---|---|
| 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 | Manufacturing Facility | |
| 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: 2022-08-30-79
DIME Test ID: 2022-08-30-79-4
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: 2022-09-12
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Arthur Mills, Karen Dorado
Date of test: 09/08/2022
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: 100 %
As Received Gradation, Percent Passing 1/2 in. sieve: 94 %
As Received Gradation, Percent Passing 3/8 in. sieve: 85 %
As Received Gradation, Percent Passing #4 sieve: 57 %
As Received Gradation, Percent Passing #8 sieve: 37 %
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: 10 %
As Received Gradation, Percent Passing #200 sieve: 8 %
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: 94 %
As Used Gradation, Percent Passing 3/8 in. sieve: 84 %
As Used Gradation, Percent Passing #4 sieve: 57 %
As Used Gradation, Percent Passing #8 sieve: 36 %
As Used Gradation, Percent Passing #16 sieve: 24 %
As Used Gradation, Percent Passing #30 sieve: 17 %
As Used Gradation, Percent Passing #50 sieve: 12 %
As Used Gradation, Percent Passing #100 sieve: 9 %
As Used Gradation, Percent Passing #200 sieve: 8 %
Horizontal pressure (specimen 1): 0.13 MPa
Displacement (specimen 1): 5.42
Horizontal pressure (specimen 2): 0.14 MPa
Displacement (specimen 2): 4.97
Horizontal pressure (specimen 3): 0.17 MPa
Displacement (specimen 3): 6.47
R value (specimen 1): 77.5
R value (specimen 2): 77.5
R value (specimen 3): 67.9
R value: 77
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/12/2022 ✔