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Testing Report for 2016-01-26-8-3

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

Project Information

DEA: 080F5404
EFIS: 0800000136
Project ID: 209217
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-91,15-0.0/13.04, 35.64/45.14
Work Description: SR-91 Corridor Improvement Project: Develop approx. 8 miles of tolled express lanes and related improvements within SR 91 between the Riverside/Orange County line and I-15, including transition areas.
Location Description: 08-RIV-91-0.0/13.04; 12-ORA-91-R14.43/R18.91; 08-RIV-15-35.64/45.14
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Salim Khalil
Structure Rep.: Alex Angha

Sample Information

DIME Sample ID: 2016-01-26-8
TL Number from the TL Form: C 976238
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 1/26/2016
Date that the sample was received by the laboratory/organization performing the testing: 5/18/2016
The quantity of what the sample constitutes: 1 Bag
A brief description of the sample: Class 2 Aggregate Subbase
From where was the sample collected: Job Site
Laboratory sample identification: 6173B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Unknown

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: Radio Yard Crusher Stockpile
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:
Sublot number:

Test Information

DIME Test ID: 2016-01-26-8-3
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: 6/27/2016
Verified Date: 10/15/2019
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: 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: 99 %
As Received Gradation, Percent Passing 1/2 in. sieve: 88 %
As Received Gradation, Percent Passing 3/8 in. sieve: 79 %
As Received Gradation, Percent Passing #4 sieve: 61 %
As Received Gradation, Percent Passing #8 sieve: 46 %
As Received Gradation, Percent Passing #16 sieve: 31 %
As Received Gradation, Percent Passing #30 sieve: 21 %
As Received Gradation, Percent Passing #50 sieve: 13 %
As Received Gradation, Percent Passing #100 sieve: 9 %
As Received Gradation, Percent Passing #200 sieve: 7 %
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: 89 %
As Used Gradation, Percent Passing 3/8 in. sieve: 80 %
As Used Gradation, Percent Passing #4 sieve: 62 %
As Used Gradation, Percent Passing #8 sieve: 47 %
As Used Gradation, Percent Passing #16 sieve: 32 %
As Used Gradation, Percent Passing #30 sieve: 21 %
As Used Gradation, Percent Passing #50 sieve: 14 %
As Used Gradation, Percent Passing #100 sieve: 9 %
As Used Gradation, Percent Passing #200 sieve: 7 %
R value: 77