Summary for Test 2021-10-04-33-4
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 215403 DEA: 021H4004 EFIS: 0216000042 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-R8.3 |
| Award Date | 03/02/2021 |
| Closeout Date | 02/28/2022 |
| Work Description | PLACE STRUCTURAL CONCRETE BRIDGE DECK AND BARRIER AND PLACE HMA. |
| Location Description | SISKIYOU COUNTY NEAR MOUNT SHASTA AT AZALEA ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 01/07/2021) |
Sample Information
| Sample Taken Date | 10/04/2021 | Sample Unique Key | 33 |
|---|---|---|---|
| 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 | 10/05/2021 |
| Sample type | Acceptance | A brief description of the sample | 3/4" Class II AB |
| The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Karl | Last name of sampler or witnessed by | Huntman |
| Title of sampler | JET | Telephone number of sampler | |
| Laboratory sample identification | D78946 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Mountain Gate Quarry | Transportation Laboratory (TL) Number | 853080 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA or name of Pit) | 91-45-0001 |
|---|---|---|---|
| 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 | 02 SIS 5 | Primary Aggregate Nominal Size | 1/2 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: 2021-10-04-33
DIME Test ID: 2021-10-04-33-4
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: 2021-10-15
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 10/09/2021
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: 100 %
As Received Gradation, Percent Passing 1/2 in. sieve: 91 %
As Received Gradation, Percent Passing 3/8 in. sieve: 81 %
As Received Gradation, Percent Passing #4 sieve: 54 %
As Received Gradation, Percent Passing #8 sieve: 34 %
As Received Gradation, Percent Passing #16 sieve: 23 %
As Received Gradation, Percent Passing #30 sieve: 16 %
As Received Gradation, Percent Passing #50 sieve: 12 %
As Received Gradation, Percent Passing #100 sieve: 10 %
As Received Gradation, Percent Passing #200 sieve: 8.1 %
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: 91 %
As Used Gradation, Percent Passing 3/8 in. sieve: 81 %
As Used Gradation, Percent Passing #4 sieve: 54 %
As Used Gradation, Percent Passing #8 sieve: 34 %
As Used Gradation, Percent Passing #16 sieve: 23 %
As Used Gradation, Percent Passing #30 sieve: 16 %
As Used Gradation, Percent Passing #50 sieve: 12 %
As Used Gradation, Percent Passing #100 sieve: 10 %
As Used Gradation, Percent Passing #200 sieve: 8 %
Horizontal pressure (specimen 1): 0.08 MPa
Displacement (specimen 1): 5.19
Horizontal pressure (specimen 2): 0.1 MPa
Displacement (specimen 2): 4.6
Horizontal pressure (specimen 3): 0.2 MPa
Displacement (specimen 3): 6.8
R value (specimen 1): 86
R value (specimen 2): 84.5
R value (specimen 3): 62.3
R value: 70
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/15/2021 ✔