Test 2014-03-19-14000855-4 (CTM 301-March 2000) Summary

Project Information
Project IdentifiersProject ID: 208945
DEA: 07288604
EFIS: 0700021080
COOP: 074663
DIST-CO-RTE-PM07-LA-710-6.0-9.4
Work DescriptionGerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.
Location DescriptionPort of Long Beach (District 7)
Sample Information
Sample Taken Date3/19/2014 Sample Unique Key14000855
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing3/20/2014
Sample typeAcceptance A brief description of the sampleClass 2 Aggregate Base
The quantity of what the sample constitutes1 Bag From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of samplerNot set Laboratory sample identification4113B
The fabricator/manufacturer/facility nameHanson Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)Unknown
The fabricator's/manufacturer's product name for the sampleNot set The fabricator/manufacturer designation for the sampleNot set
The plant numberNot set A detailed description of where the material sample was collectedHanson
Where the material sample would have been placed if not sampledNot set Primary Aggregate Nominal Size
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2014-03-19-14000855
DIME Test ID: 2014-03-19-14000855-4
Testing Lab: CT - Southern Regional Laboratory
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
Test Release Date: 2015-02-20
Test Results

How will the R value be determined?: By expansion pressure
Input Type: Calculated
Tester's full name: Vincent Onoh
Date of test: 03/27/2014
As Received Gradation, Percent Passing 3 in. sieve: no data
As Received Gradation, Percent Passing 2 1/2 in. sieve: no data
As Received Gradation, Percent Passing 2 in. sieve: no data
As Received Gradation, Percent Passing 1 1/2 in. sieve: no data
As Received Gradation, Percent Passing 1 in. sieve: no data
As Received Gradation, Percent Passing 3/4 in. sieve: no data
As Received Gradation, Percent Passing 1/2 in. sieve: no data
As Received Gradation, Percent Passing 3/8 in. sieve: no data
As Received Gradation, Percent Passing #4 sieve: no data
As Received Gradation, Percent Passing #8 sieve: no data
As Received Gradation, Percent Passing #16 sieve: no data
As Received Gradation, Percent Passing #30 sieve: no data
As Received Gradation, Percent Passing #50 sieve: no data
As Received Gradation, Percent Passing #100 sieve: no data
As Received Gradation, Percent Passing #200 sieve: no data
As Used Gradation, Percent Passing 3 in. sieve: no data
As Used Gradation, Percent Passing 2 1/2 in. sieve: no data
As Used Gradation, Percent Passing 2 in. sieve: no data
As Used Gradation, Percent Passing 1 1/2 in. sieve: no data
As Used Gradation, Percent Passing 1 in. sieve: no data
As Used Gradation, Percent Passing 3/4 in. sieve: no data
As Used Gradation, Percent Passing 1/2 in. sieve: no data
As Used Gradation, Percent Passing 3/8 in. sieve: no data
As Used Gradation, Percent Passing #4 sieve: no data
As Used Gradation, Percent Passing #8 sieve: no data
As Used Gradation, Percent Passing #16 sieve: no data
As Used Gradation, Percent Passing #30 sieve: no data
As Used Gradation, Percent Passing #50 sieve: no data
As Used Gradation, Percent Passing #100 sieve: no data
As Used Gradation, Percent Passing #200 sieve: no data
R value:81
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/20/2015