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Testing Report for 2019-05-01-19-10

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

Project Information

DEA: 060Q19A4
EFIS: 0613000152
Project ID: 213763
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-58-R99.0/R100.3
Work Description: WIDEN SHOULDERS AND REPLACE BRIDGES
Location Description: KERN COUNTY NEAR TEHACHAPI FROM 0.5 MILE WEST TO 0.8 MILE EAST OF SAND CANYON UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Hin Hartanto
Structure Rep.: Jegbefume Adodo

Sample Information

DIME Sample ID: 2019-05-01-19
TL Number from the TL Form: C-8584
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Per Request
Type of Material: Aggregate
Sample Taken Date: 5/1/2019
Date that the sample was received by the laboratory/organization performing the testing: 5/1/2019
The quantity of what the sample constitutes: 2 bags
A brief description of the sample: Class 2 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 8584
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Caltrans

Material Information

Source Identification (SMARA or name of Pit): Unknown
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: Unknown
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 1 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown

Test Information

DIME Test ID: 2019-05-01-19-10
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
Date Tested: 5/6/2019
Verified Date: 6/4/2019
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:
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: 100 %
As Received Gradation, Percent Passing 3/4 in. sieve: 98 %
As Received Gradation, Percent Passing 1/2 in. sieve: 81 %
As Received Gradation, Percent Passing 3/8 in. sieve: 68 %
As Received Gradation, Percent Passing #4 sieve: 42 %
As Received Gradation, Percent Passing #8 sieve: 32 %
As Received Gradation, Percent Passing #16 sieve: 24 %
As Received Gradation, Percent Passing #30 sieve: 16 %
As Received Gradation, Percent Passing #50 sieve: 11 %
As Received Gradation, Percent Passing #100 sieve: 7 %
As Received Gradation, Percent Passing #200 sieve: 4.6 %
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: 98 %
As Used Gradation, Percent Passing 1/2 in. sieve: 81 %
As Used Gradation, Percent Passing 3/8 in. sieve: 68 %
As Used Gradation, Percent Passing #4 sieve: 42 %
As Used Gradation, Percent Passing #8 sieve: 32 %
As Used Gradation, Percent Passing #16 sieve: 24 %
As Used Gradation, Percent Passing #30 sieve: 16 %
As Used Gradation, Percent Passing #50 sieve: 11 %
As Used Gradation, Percent Passing #100 sieve: 7 %
As Used Gradation, Percent Passing #200 sieve: 4.6 %
R value: 79