Summary for Test 2022-07-19-70-2
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 993344 DEA: 022J3804 EFIS: 0221000072 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3-R48.0/51.0 |
| Award Date | 12/20/2021 |
| Closeout Date | 07/27/2023 |
| Work Description | HMA OVERLAY AND REPLACE AC SURFACING. |
| Location Description | SISKIYOU COUNTY IN AND NEAR YREKA FROM 0.1 MILE SOUTH OF JUNIPER DRIVE TO 0.3 MILE NORTH OF CALAMITY LANE |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 07/19/2022 | Sample Unique Key | 70 |
|---|---|---|---|
| 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 | 07/20/2022 |
| Sample type | Acceptance | A brief description of the sample | 2 bags of Shoulder Backing |
| The quantity of what the sample constitutes | Shoulder Backing (approx. 940 tons) | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | M. | Last name of sampler or witnessed by | Birkland |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79102 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Custom Crushing | Transportation Laboratory (TL) Number | 853093 |
| 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 | Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1-1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-07-19-70
DIME Test ID: 2022-07-19-70-2
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: 2022-08-02
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: 08/01/2022
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: 88 %
As Received Gradation, Percent Passing 3/4 in. sieve: 80 %
As Received Gradation, Percent Passing 1/2 in. sieve: 69 %
As Received Gradation, Percent Passing 3/8 in. sieve: 64 %
As Received Gradation, Percent Passing #4 sieve: 53 %
As Received Gradation, Percent Passing #8 sieve: 44 %
As Received Gradation, Percent Passing #16 sieve: 36 %
As Received Gradation, Percent Passing #30 sieve: 31 %
As Received Gradation, Percent Passing #50 sieve: 25 %
As Received Gradation, Percent Passing #100 sieve: 20 %
As Received Gradation, Percent Passing #200 sieve: 17 %
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: 86 %
As Used Gradation, Percent Passing 3/8 in. sieve: 79 %
As Used Gradation, Percent Passing #4 sieve: 64 %
As Used Gradation, Percent Passing #8 sieve: 53 %
As Used Gradation, Percent Passing #16 sieve: 45 %
As Used Gradation, Percent Passing #30 sieve: 38 %
As Used Gradation, Percent Passing #50 sieve: 31 %
As Used Gradation, Percent Passing #100 sieve: 25 %
As Used Gradation, Percent Passing #200 sieve: 20 %
Horizontal pressure (specimen 1): 0.12 MPa
Displacement (specimen 1): 3.94
Horizontal pressure (specimen 2): 0.23 MPa
Displacement (specimen 2): 4.64
Horizontal pressure (specimen 3): 0.39 MPa
Displacement (specimen 3): 3.89
R value (specimen 1): 83.8
R value (specimen 2): 67.1
R value (specimen 3): 53.9
R value: 60
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/2/2022 ✔