Summary for Test 2022-09-07-77-7
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 993505 DEA: 022J4404 EFIS: 0221000078 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-139-38.0/43.0 |
| Award Date | 03/07/2022 |
| Closeout Date | 05/24/2023 |
| Work Description | REPLACE AC SURFACING, ASPHALT RUBBER BINDER, SEAL COAT & HMA OVERLAY. |
| Location Description | LASSEN COUNTY ABOUT 37 MILES NORTH OF SUSANVILLE FROM 4.3 MILES NORTH OF SOUTH GRASSHOPPER ROAD TO 0. 2 MILE SOUTH OF TERMO GRASSHOPPER ROAD |
| QA Service Level | 1 (Verified on 01/18/2022) |
Sample Information
| Sample Taken Date | 09/07/2022 | Sample Unique Key | 77 |
|---|---|---|---|
| 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 | 09/07/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 4 bags of Shoulder Backing |
| The quantity of what the sample constitutes | 3000 tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79154 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials – Shaw Pit (Lookout, CA) | Transportation Laboratory (TL) Number | 841604 |
| 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) | 91-25-0008::Shaw Pit |
|---|---|---|---|
| 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: 2022-09-07-77
DIME Test ID: 2022-09-07-77-7
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: 2022-09-27
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Mills, Rios Dorado, and Hickey
Date of test: 09/15/2022
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: 87 %
As Received Gradation, Percent Passing 3/4 in. sieve: 74 %
As Received Gradation, Percent Passing 1/2 in. sieve: 60 %
As Received Gradation, Percent Passing 3/8 in. sieve: 52 %
As Received Gradation, Percent Passing #4 sieve: 37 %
As Received Gradation, Percent Passing #8 sieve: 28 %
As Received Gradation, Percent Passing #16 sieve: 23 %
As Received Gradation, Percent Passing #30 sieve: 18 %
As Received Gradation, Percent Passing #50 sieve: 15 %
As Received Gradation, Percent Passing #100 sieve: 12 %
As Received Gradation, Percent Passing #200 sieve: 10 %
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: 84 %
As Used Gradation, Percent Passing 1/2 in. sieve: 68 %
As Used Gradation, Percent Passing 3/8 in. sieve: 59 %
As Used Gradation, Percent Passing #4 sieve: 47 %
As Used Gradation, Percent Passing #8 sieve: 31 %
As Used Gradation, Percent Passing #16 sieve: 25 %
As Used Gradation, Percent Passing #30 sieve: 20 %
As Used Gradation, Percent Passing #50 sieve: 17 %
As Used Gradation, Percent Passing #100 sieve: 14 %
As Used Gradation, Percent Passing #200 sieve: 11 %
Horizontal pressure (specimen 1): 0.08 MPa
Displacement (specimen 1): 5.03
Horizontal pressure (specimen 2): 0.19 MPa
Displacement (specimen 2): 4.43
Horizontal pressure (specimen 3): 0.57 MPa
Displacement (specimen 3): 3.64
R value (specimen 1): 86.4
R value (specimen 2): 73
R value (specimen 3): 39
R value: 68
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/27/2022 ✔