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Testing Report for 2020-06-16-53-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 021H6804
EFIS: 0216000010
Project ID: 215240
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-5-39/41.9
Work Description: SB Cottonwood Scales
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-06-16-53
TL Number from the TL Form: 824579
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Informational
Type of Material: Aggregate
Sample Taken Date: 6/16/2020
Date that the sample was received by the laboratory/organization performing the testing: 6/16/2020
The quantity of what the sample constitutes: not provided
A brief description of the sample: Sand, silt, Rock, Rap
From where was the sample collected: Job Site
Laboratory sample identification: D78484
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Not Provided

Material Information

Source Identification (SMARA or name of Pit): Not Applicable
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: SB Cottonwood Truck Scales near fence line
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:

Test Information

DIME Test ID: 2020-06-16-53-1
Test Method: CTM 301-March 2000: Method of Test for Determining the Resistance "R"; Value of Treated and Untreated Bases, Subbases, and Basement Soils by the Stabilometer
Date Tested: 6/24/2020
Verified Date: 10/19/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

How will the R value be determined?: By stabilometer
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: 97 %
As Received Gradation, Percent Passing 3/4 in. sieve: 92 %
As Received Gradation, Percent Passing 1/2 in. sieve: 84 %
As Received Gradation, Percent Passing 3/8 in. sieve: 78 %
As Received Gradation, Percent Passing #4 sieve: 68 %
As Received Gradation, Percent Passing #8 sieve: 61 %
As Received Gradation, Percent Passing #16 sieve: 54 %
As Received Gradation, Percent Passing #30 sieve: 49 %
As Received Gradation, Percent Passing #50 sieve: 43 %
As Received Gradation, Percent Passing #100 sieve: 38 %
As Received Gradation, Percent Passing #200 sieve: 33 %
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: 91 %
As Used Gradation, Percent Passing 3/8 in. sieve: 85 %
As Used Gradation, Percent Passing #4 sieve: 74 %
As Used Gradation, Percent Passing #8 sieve: 66 %
As Used Gradation, Percent Passing #16 sieve: 59 %
As Used Gradation, Percent Passing #30 sieve: 53 %
As Used Gradation, Percent Passing #50 sieve: 47 %
As Used Gradation, Percent Passing #100 sieve: 41 %
As Used Gradation, Percent Passing #200 sieve: 36 %
R value: 36