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Testing Report for 2014-08-27-7-4

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

Project Information

DEA: 07202114
EFIS: 0700020869
Project ID: 3951
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-710-17.2/26.4
Work Description: PAVE ROADWAY WITH LONG LIFE PAVEMENT AND WIDEN ROADWAY AND BRIDGES
Location Description: LOS ANGELES COUNTY ON ROUTE 710 AT VARIOUS LOCATIONS FROM LOS ANGELES RIVER BRIDGE TO RAMONA BOULEVARD UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Mike Wang
Structure Rep.: Greg Alexander

Sample Information

DIME Sample ID: 2014-08-27-7
TL Number from the TL Form:
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: 8/27/2014
Date that the sample was received by the laboratory/organization performing the testing: 8/28/2014
The quantity of what the sample constitutes: 1 Bag
A brief description of the sample: Class 3 Aggregate Base
From where was the sample collected: Source
Laboratory sample identification: 4240B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Stockpile at the contractors yard

Material Information

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

Test Information

DIME Test ID: 2014-08-27-7-4
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: 9/5/2014
Verified Date: 2/20/2015
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: comply
Additional Comments When Verified :

Submitted Test Results

How will the R value be determined?: By expansion pressure
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: 92 %
As Received Gradation, Percent Passing 1/2 in. sieve: 69 %
As Received Gradation, Percent Passing 3/8 in. sieve: 58 %
As Received Gradation, Percent Passing #4 sieve: 42 %
As Received Gradation, Percent Passing #8 sieve: 33 %
As Received Gradation, Percent Passing #16 sieve: 27 %
As Received Gradation, Percent Passing #30 sieve: 22 %
As Received Gradation, Percent Passing #50 sieve: 16 %
As Received Gradation, Percent Passing #100 sieve: 11 %
As Received Gradation, Percent Passing #200 sieve: 7.6 %
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: 100 %
As Used Gradation, Percent Passing 1/2 in. sieve: 75 %
As Used Gradation, Percent Passing 3/8 in. sieve: 63 %
As Used Gradation, Percent Passing #4 sieve: 46 %
As Used Gradation, Percent Passing #8 sieve: 36 %
As Used Gradation, Percent Passing #16 sieve: 29 %
As Used Gradation, Percent Passing #30 sieve: 24 %
As Used Gradation, Percent Passing #50 sieve: 17 %
As Used Gradation, Percent Passing #100 sieve: 12 %
As Used Gradation, Percent Passing #200 sieve: 8.3 %
R value: 77