Summary for Test 2013-01-07-10000878-4

Test performed: CTM 301-March 2000
Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.

Project Information

Project IdentifiersProject ID: 7014
DEA: 07267004
EFIS: 0700000502
DIST-CO-RTE-PM07-LA-210-32.9/39.6
Award Date03/27/2012
Closeout Date08/03/2023
Work DescriptionCONSTRUCT MAINTENANCE VEHICLE PULLOUTS AND CONCRETE TEXTURED PAVING.
Location DescriptionLOS ANGELES COUNTY IN MONROVIA, DUARTE, AND AZUSA AT VARIOUS LOCATIONS FROM HUNTINGTON DRIVE UNDERCROSSING TO AZUSA AVENUE UNDERCROSSING
QA Service Level1 (Verified on 04/24/2012)

Sample Information

Sample Taken Date01/07/2013 Sample Unique Key10000878
Date that the sample was received by the laboratory/organization performing the testing01/08/2013 Sample typeDepartment Acceptance
A brief description of the sampleClass 2 Aggregate Base The quantity of what the sample constitutes3 Bags
From where was the sample collectedSource First name of sampler or witnessed byNone
Last name of sampler or witnessed byNone Title of samplerUnknown
Telephone number of sampler(626) 572-6732 Laboratory sample identification3004B
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameUnknown
Transportation Laboratory (TL) NumberUnknown Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Irwindale
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleClass 2 Aggregate Base
The plant numberUnknown A detailed description of where the material sample was collectedAt the plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size
The concrete mix design number Lot numberNot set
Sublot numberNot set Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2013-01-07-10000878
DIME Test ID: 2013-01-07-10000878-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
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
Test Release Date: 2015-02-19

Test Results


How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Vincent Onoh
Date of test: 04/11/2013
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: 94 %
As Received Gradation, Percent Passing 1/2 in. sieve: 77 %
As Received Gradation, Percent Passing 3/8 in. sieve: 69 %
As Received Gradation, Percent Passing #4 sieve: 50 %
As Received Gradation, Percent Passing #8 sieve: 35 %
As Received Gradation, Percent Passing #16 sieve: 23 %
As Received Gradation, Percent Passing #30 sieve: 14 %
As Received Gradation, Percent Passing #50 sieve: 8 %
As Received Gradation, Percent Passing #100 sieve: 5 %
As Received Gradation, Percent Passing #200 sieve: 3 %
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: 94 %
As Used Gradation, Percent Passing 1/2 in. sieve: 77 %
As Used Gradation, Percent Passing 3/8 in. sieve: 69 %
As Used Gradation, Percent Passing #4 sieve: 50 %
As Used Gradation, Percent Passing #8 sieve: 35 %
As Used Gradation, Percent Passing #16 sieve: 23 %
As Used Gradation, Percent Passing #30 sieve: 14 %
As Used Gradation, Percent Passing #50 sieve: 8 %
As Used Gradation, Percent Passing #100 sieve: 5 %
As Used Gradation, Percent Passing #200 sieve: 3 %
R value: 82
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/19/2015 ✔

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.