Summary for Test 2024-08-29-60-1
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 994319 DEA: 023J7104 EFIS: 0222000076 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-8.7/12.9 |
| Award Date | 11/29/2022 |
| Closeout Date | 04/21/2025 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE AC SURFACING. |
| Location Description | PLUMAS COUNTY NEAR CRESCENT MILLS FROM ROUTE 70 TO 0.7 MILE SOUTH OF DIXIE CANYON ROAD |
| QA Service Level | 1 (Verified on 10/26/2022) |
Sample Information
| Sample Taken Date | 08/29/2024 | Sample Unique Key | 60 |
|---|---|---|---|
| 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 | 09/03/2024 |
| Sample type | Acceptance | A brief description of the sample | Shoulder Backing |
| The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | CGI | Last name of sampler or witnessed by | CGI |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | D79702 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Dig It Construction – Sierra Cascade Aggregate and Asphalt Products (Chester, CA) | Transportation Laboratory (TL) Number | 857951 |
| 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) | Sierra Cascade "Dig It" |
|---|---|---|---|
| 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 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-08-29-60
DIME Test ID: 2024-08-29-60-1
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: 2024-09-26
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 09/25/2024
As Received Gradation, Percent Passing 3 in. sieve: no data
As Received Gradation, Percent Passing 2 1/2 in. sieve: no data
As Received Gradation, Percent Passing 2 in. sieve: no data
As Received Gradation, Percent Passing 1 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 1 in. sieve: 96 %
As Received Gradation, Percent Passing 3/4 in. sieve: 89 %
As Received Gradation, Percent Passing 1/2 in. sieve: 81 %
As Received Gradation, Percent Passing 3/8 in. sieve: 74 %
As Received Gradation, Percent Passing #4 sieve: 56 %
As Received Gradation, Percent Passing #8 sieve: 41 %
As Received Gradation, Percent Passing #16 sieve: 29 %
As Received Gradation, Percent Passing #30 sieve: 19 %
As Received Gradation, Percent Passing #50 sieve: 12 %
As Received Gradation, Percent Passing #100 sieve: 8 %
As Received Gradation, Percent Passing #200 sieve: 6 %
As Used Gradation, Percent Passing 3 in. sieve: no data
As Used Gradation, Percent Passing 2 1/2 in. sieve: no data
As Used Gradation, Percent Passing 2 in. sieve: no data
As Used Gradation, Percent Passing 1 1/2 in. sieve: no data
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: 83 %
As Used Gradation, Percent Passing #4 sieve: 70 %
As Used Gradation, Percent Passing #8 sieve: 62 %
As Used Gradation, Percent Passing #16 sieve: 46 %
As Used Gradation, Percent Passing #30 sieve: 21 %
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): 0.12 MPa
Displacement (specimen 1): 4.38
Horizontal pressure (specimen 2): 0.1 MPa
Displacement (specimen 2): 4.25
Horizontal pressure (specimen 3): 0.11 MPa
Displacement (specimen 3): 4.15
R value (specimen 1): 82.3
R value (specimen 2): 85.5
R value (specimen 3): 84.4
R value: 83
General comments (publicly viewable) (Max 1000 characters): R=83
Test was verified on 9/26/2024 ✔