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Testing Report for 2021-08-14-16-2

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

Project Information

DEA: 024E4504
EFIS: 0200020286
Project ID: 212496
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS,MOD-139,299-VAR
Work Description: PLACE HMA, REPLACE DRAINAGE, CULVERT, ELECTRICAL AND LIGHTING SYSTEMS.
Location Description: LASSEN AND MODOC COUNTIES ON ROUTE 139 AT 0.1 MILE NORTH OF LASSEN COUNTY LINE AND ON ROUTE 299 AT VARIOUS LOCATONS FROM 0.4 MILE WEST OF BOYD HILL LOOKOUT ROAD TO 0.6 MILE EAST OF COUNTY ROAD 87
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Mike Zdenek
Structure Rep.: Chris Brace

Sample Information

DIME Sample ID: 2021-08-14-16
TL Number from the TL Form: 848952
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 8/14/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/17/2021
The quantity of what the sample constitutes: Undeclared
A brief description of the sample: Basement Material for Use in Embankment
From where was the sample collected: Job Site
Laboratory sample identification: D78922
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Not applicable

Material Information

The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: WB A Line at Sta 1044 plus 50, native existing surface
Where the material sample would have been placed if not sampled:

Test Information

DIME Test ID: 2021-08-14-16-2
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: 8/25/2021
Verified Date: 8/30/2021
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: complies
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: 100 %
As Received Gradation, Percent Passing 3/4 in. sieve: 100 %
As Received Gradation, Percent Passing 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 3/8 in. sieve: 100 %
As Received Gradation, Percent Passing #4 sieve: 100 %
As Received Gradation, Percent Passing #8 sieve: 99 %
As Received Gradation, Percent Passing #16 sieve: 98 %
As Received Gradation, Percent Passing #30 sieve: 96 %
As Received Gradation, Percent Passing #50 sieve: 87 %
As Received Gradation, Percent Passing #100 sieve: 68 %
As Received Gradation, Percent Passing #200 sieve: 56 %
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: 100 %
As Used Gradation, Percent Passing 3/8 in. sieve: 100 %
As Used Gradation, Percent Passing #4 sieve: 100 %
As Used Gradation, Percent Passing #8 sieve: 100 %
As Used Gradation, Percent Passing #16 sieve: 98 %
As Used Gradation, Percent Passing #30 sieve: 95 %
As Used Gradation, Percent Passing #50 sieve: 87 %
As Used Gradation, Percent Passing #100 sieve: 68 %
As Used Gradation, Percent Passing #200 sieve: 56 %
Horizontal pressure (specimen 1): 0.27 MPa
Displacement (specimen 1): 4.37
R value (specimen 1): 63.8
R value (specimen 2): 39.3
Horizontal pressure (specimen 2): 0.47 MPa
Displacement (specimen 2): 5.17
R value (specimen 3): 7.9
Horizontal pressure (specimen 3): 0.91 MPa
Displacement (specimen 3): 6.1
R value: 30