Summary for Test 2024-09-27-73-4
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 995484 DEA: 024J8504 EFIS: 0223000080 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-395-130.0/133.0 |
| Award Date | 06/27/2024 |
| Closeout Date | 01/24/2025 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | LASSEN COUNTY NEAR MADELINE FROM 0.8 MILE NORTH TO 3.8 MILES NORTH OF ASH VALLEY ROAD |
| QA Service Level | 1 (Verified on 11/27/2023) |
Sample Information
| Sample Taken Date | 09/27/2024 | Sample Unique Key | 73 |
|---|---|---|---|
| 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 | 10/03/2024 |
| Sample type | Acceptance | A brief description of the sample | Shoulder backing |
| The quantity of what the sample constitutes | 3 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79736 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Fitch Rd | Transportation Laboratory (TL) Number | 854558 |
| 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) | 91-25-0029 |
|---|---|---|---|
| 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: 2024-09-27-73
DIME Test ID: 2024-09-27-73-4
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: 2024-10-22
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 10/17/2024
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: 97 %
As Received Gradation, Percent Passing 3/4 in. sieve: 88 %
As Received Gradation, Percent Passing 1/2 in. sieve: 71 %
As Received Gradation, Percent Passing 3/8 in. sieve: 63 %
As Received Gradation, Percent Passing #4 sieve: 46 %
As Received Gradation, Percent Passing #8 sieve: 35 %
As Received Gradation, Percent Passing #16 sieve: 27 %
As Received Gradation, Percent Passing #30 sieve: 21 %
As Received Gradation, Percent Passing #50 sieve: 17 %
As Received Gradation, Percent Passing #100 sieve: 13 %
As Received Gradation, Percent Passing #200 sieve: 10.9 %
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: 80 %
As Used Gradation, Percent Passing 3/8 in. sieve: 71 %
As Used Gradation, Percent Passing #4 sieve: 51 %
As Used Gradation, Percent Passing #8 sieve: 39 %
As Used Gradation, Percent Passing #16 sieve: 30 %
As Used Gradation, Percent Passing #30 sieve: 23 %
As Used Gradation, Percent Passing #50 sieve: 19 %
As Used Gradation, Percent Passing #100 sieve: 15 %
As Used Gradation, Percent Passing #200 sieve: 12 %
Horizontal pressure (specimen 1): 0.72 MPa
Displacement (specimen 1): 3.65
Horizontal pressure (specimen 2): 0.29 MPa
Displacement (specimen 2): 3.7
Horizontal pressure (specimen 3): 0.21 MPa
Displacement (specimen 3): 3.5
R value (specimen 1): 26.6
R value (specimen 2): 65.4
R value (specimen 3): 75.2
R value: 48
General comments (publicly viewable) (Max 1000 characters): R=48
Test was verified on 10/22/2024 ✔