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Testing Report for 2014-08-14-31-4

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

Project Information

DEA: 07288014
EFIS: 0700020957
Project ID: 209020
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210-R9.7/R16.1
Work Description: REPLACE EXIST PVMT WITH PCC AND HMA AND REPLACE MEDIAN CONC BARRIER.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES AND GLENDALE FROM 0.2 MILE WEST OF BIG TUJUNGA WASH BRIDGE TO DUNSMORE AVENUE UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Reda Karout
Structure Rep.: Derek Chung

Sample Information

DIME Sample ID: 2014-08-14-31
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: 8/14/2014
Date that the sample was received by the laboratory/organization performing the testing: 8/18/2014
The quantity of what the sample constitutes: 3 Bags
A brief description of the sample: Class 3 Aggregate Base
From where was the sample collected: Other
Laboratory sample identification: 4234B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: EB 210 Sta 610 00 East of Sunland Blvd On Ramp

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: Sample was taken at approximately Sta 610 00 from a stockpile where crushing machine was processing
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size:
The concrete mix design number:
Lot number:
Sublot number:

Test Information

DIME Test ID: 2014-08-14-31-4
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: 8/22/2014
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: 97 %
As Received Gradation, Percent Passing 1/2 in. sieve: 77 %
As Received Gradation, Percent Passing 3/8 in. sieve: 62 %
As Received Gradation, Percent Passing #4 sieve: 41 %
As Received Gradation, Percent Passing #8 sieve: 28 %
As Received Gradation, Percent Passing #16 sieve: 21 %
As Received Gradation, Percent Passing #30 sieve: 16 %
As Received Gradation, Percent Passing #50 sieve: 12 %
As Received Gradation, Percent Passing #100 sieve: 8 %
As Received Gradation, Percent Passing #200 sieve: 5.7 %
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: 79 %
As Used Gradation, Percent Passing 3/8 in. sieve: 64 %
As Used Gradation, Percent Passing #4 sieve: 42 %
As Used Gradation, Percent Passing #8 sieve: 29 %
As Used Gradation, Percent Passing #16 sieve: 21 %
As Used Gradation, Percent Passing #30 sieve: 17 %
As Used Gradation, Percent Passing #50 sieve: 12 %
As Used Gradation, Percent Passing #100 sieve: 8 %
As Used Gradation, Percent Passing #200 sieve: 5.9 %
R value: 80