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Testing Report for 2019-04-10-20-9

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

Project Information

DEA: 09213404
EFIS: 0900000034
Project ID: 214135
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-29.9/41.8
Work Description: ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location Description: INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-04-10-20
TL Number from the TL Form:
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Per Request
Type of Material: Soil
Sample Taken Date: 4/10/2019
Date that the sample was received by the laboratory/organization performing the testing: 4/10/2019
The quantity of what the sample constitutes: 2 bags
A brief description of the sample: Native Material
From where was the sample collected: Job Site
Laboratory sample identification: 8542
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Caltrans Right of Way

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: Existing Grade, Caltrans Right of Way
Where the material sample would have been placed if not sampled: Unknown

Test Information

DIME Test ID: 2019-04-10-20-9
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: 4/18/2019
Verified Date: 5/30/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test: Samples were batched by using SRL gradation
Test Result Compliance: does not comply
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: 94 %
As Received Gradation, Percent Passing 2 in. sieve: 93 %
As Received Gradation, Percent Passing 1 1/2 in. sieve: 89 %
As Received Gradation, Percent Passing 1 in. sieve: 89 %
As Received Gradation, Percent Passing 3/4 in. sieve: 84 %
As Received Gradation, Percent Passing 1/2 in. sieve: 81 %
As Received Gradation, Percent Passing 3/8 in. sieve: 79 %
As Received Gradation, Percent Passing #4 sieve: 73 %
As Received Gradation, Percent Passing #8 sieve: 67 %
As Received Gradation, Percent Passing #16 sieve: 57 %
As Received Gradation, Percent Passing #30 sieve: 45 %
As Received Gradation, Percent Passing #50 sieve: 33 %
As Received Gradation, Percent Passing #100 sieve: 24 %
As Received Gradation, Percent Passing #200 sieve: 17 %
As Used Gradation, Percent Passing 3 in. sieve: 100 %
As Used Gradation, Percent Passing 2 1/2 in. sieve: 94 %
As Used Gradation, Percent Passing 2 in. sieve: 93 %
As Used Gradation, Percent Passing 1 1/2 in. sieve: 89 %
As Used Gradation, Percent Passing 1 in. sieve: 89 %
As Used Gradation, Percent Passing 3/4 in. sieve: 84 %
As Used Gradation, Percent Passing 1/2 in. sieve: 81 %
As Used Gradation, Percent Passing 3/8 in. sieve: 79 %
As Used Gradation, Percent Passing #4 sieve: 73 %
As Used Gradation, Percent Passing #8 sieve: 67 %
As Used Gradation, Percent Passing #16 sieve: 57 %
As Used Gradation, Percent Passing #30 sieve: 45 %
As Used Gradation, Percent Passing #50 sieve: 33 %
As Used Gradation, Percent Passing #100 sieve: 24 %
As Used Gradation, Percent Passing #200 sieve: 17 %
R value: 75