Summary for Test 2020-01-20-6-4
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-5-9.7/24.9 |
| Award Date | 05/01/2019 |
| Closeout Date | 02/22/2024 |
| Work Description | Not set |
| Location Description | Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct |
| QA Service Level | 1 (Verified on 07/19/2019) |
Sample Information
| Sample Taken Date | 01/20/2020 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 02/25/2020 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 inch Maximum Class 2 Aggregate Base |
| The quantity of what the sample constitutes | 500 yd | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Derrick | Last name of sampler or witnessed by | Morales |
| Title of sampler | Tech | Telephone number of sampler | |
| Laboratory sample identification | D78334 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Bradshaw | Transportation Laboratory (TL) Number | 739701 |
| 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) | 91-34-0043::VINEYARD I |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Stockpile at Granite - Bradshaw |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Product ID 1818 | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-01-20-6
DIME Test ID: 2020-01-20-6-4
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: 2020-03-12
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Ward Jenkins
Date of test: 03/03/2020
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: 97 %
As Received Gradation, Percent Passing 1/2 in. sieve: 71 %
As Received Gradation, Percent Passing 3/8 in. sieve: 61 %
As Received Gradation, Percent Passing #4 sieve: 37 %
As Received Gradation, Percent Passing #8 sieve: 23 %
As Received Gradation, Percent Passing #16 sieve: 17 %
As Received Gradation, Percent Passing #30 sieve: 13 %
As Received Gradation, Percent Passing #50 sieve: 9 %
As Received Gradation, Percent Passing #100 sieve: 7 %
As Received Gradation, Percent Passing #200 sieve: 5 %
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: 73 %
As Used Gradation, Percent Passing 3/8 in. sieve: 63 %
As Used Gradation, Percent Passing #4 sieve: 38 %
As Used Gradation, Percent Passing #8 sieve: 24 %
As Used Gradation, Percent Passing #16 sieve: 17 %
As Used Gradation, Percent Passing #30 sieve: 13 %
As Used Gradation, Percent Passing #50 sieve: 10 %
As Used Gradation, Percent Passing #100 sieve: 7 %
As Used Gradation, Percent Passing #200 sieve: 5 %
R value: 78
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/12/2020 ✔