Summary for Test 2020-05-20-42-3
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 | 05/20/2020 | Sample Unique Key | 42 |
---|---|---|---|
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 | 05/20/2020 |
Sample type | Acceptance | A brief description of the sample | 3/4" Class II AB |
The quantity of what the sample constitutes | not provided | 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 | Telephone number of sampler | ||
Laboratory sample identification | D78436 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Tullis inc | Transportation Laboratory (TL) Number | 853459 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA or name of Pit) | 91-45-0061 |
---|---|---|---|
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 @ Plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-05-20-42
DIME Test ID: 2020-05-20-42-3
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: 2020-07-14
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: TRM
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: 97 %
As Received Gradation, Percent Passing 1/2 in. sieve: 73 %
As Received Gradation, Percent Passing 3/8 in. sieve: 61 %
As Received Gradation, Percent Passing #4 sieve: 41 %
As Received Gradation, Percent Passing #8 sieve: 29 %
As Received Gradation, Percent Passing #16 sieve: 21 %
As Received Gradation, Percent Passing #30 sieve: 15 %
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: 75 %
As Used Gradation, Percent Passing 3/8 in. sieve: 62 %
As Used Gradation, Percent Passing #4 sieve: 42 %
As Used Gradation, Percent Passing #8 sieve: 30 %
As Used Gradation, Percent Passing #16 sieve: 22 %
As Used Gradation, Percent Passing #30 sieve: 15 %
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: 79
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/14/2020 ✔