Summary for Test 2020-05-15-26-4
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 214250 DEA: 021H3204 EFIS: 0215000126 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-99-12.0/12.6 |
| Award Date | 10/09/2019 |
| Closeout Date | 11/01/2021 |
| Work Description | CONSTRUCT CURB RAMPS AND SIDEWALKS. |
| Location Description | TEHAMA COUNTY AT LOS MOLINOS FROM JOSEPHINE STREET TO LOS MOLINOS CREEK BRIDGE |
| QA Service Level | 1 (Verified on 07/22/2019) |
Sample Information
| Sample Taken Date | 05/15/2020 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 05/15/2020 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 inch Maximum Class 2 Aggregate Base with RAP |
| The quantity of what the sample constitutes | Blank | From where was the sample collected | Source |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | 530-604-5116 | |
| Laboratory sample identification | D78432 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Thomas Creek Rock | Transportation Laboratory (TL) Number | C853457 |
| 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) | Latona Pit, Thomas Creek Rock |
|---|---|---|---|
| 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 @ Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-05-15-26
DIME Test ID: 2020-05-15-26-4
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: 2020-07-06
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Terry McCormick
Date of test: 05/20/2020
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: 99 %
As Received Gradation, Percent Passing 1/2 in. sieve: 84 %
As Received Gradation, Percent Passing 3/8 in. sieve: 74 %
As Received Gradation, Percent Passing #4 sieve: 51 %
As Received Gradation, Percent Passing #8 sieve: 36 %
As Received Gradation, Percent Passing #16 sieve: 24 %
As Received Gradation, Percent Passing #30 sieve: 16 %
As Received Gradation, Percent Passing #50 sieve: 9 %
As Received Gradation, Percent Passing #100 sieve: 6 %
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: 85 %
As Used Gradation, Percent Passing 3/8 in. sieve: 75 %
As Used Gradation, Percent Passing #4 sieve: 51 %
As Used Gradation, Percent Passing #8 sieve: 36 %
As Used Gradation, Percent Passing #16 sieve: 24 %
As Used Gradation, Percent Passing #30 sieve: 16 %
As Used Gradation, Percent Passing #50 sieve: 9 %
As Used Gradation, Percent Passing #100 sieve: 6 %
As Used Gradation, Percent Passing #200 sieve: 5 %
R value: 80
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/6/2020 ✔