Summary for Test 2014-08-14-31-4

Test performed: CTM 301-March 2000

Project Information

Project IdentifiersProject ID: 209020
DEA: 07288014
EFIS: 0700020957
DIST-CO-RTE-PM07-LA-210-R9.7/R16.1
Award Date10/18/2013
Closeout Date05/10/2017
Work DescriptionREPLACE EXIST PVMT WITH PCC AND HMA AND REPLACE MEDIAN CONC BARRIER.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES AND GLENDALE FROM 0.2 MILE WEST OF BIG TUJUNGA WASH BRIDGE TO DUNSMORE AVENUE UNDERCROSSING
QA Service Level1 (Verified on 10/10/2014)

Sample Information

Sample Taken Date08/14/2014 Sample Unique Key31
Date that the sample was received by the laboratory/organization performing the testing08/18/2014 Sample typeDepartment Acceptance
A brief description of the sampleClass 3 Aggregate Base The quantity of what the sample constitutes3 Bags
From where was the sample collectedOther First name of sampler or witnessed byRamzy
Last name of sampler or witnessed byNabulsi Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identification4234B
Linked DIME Sample ID0 The fabricator/manufacturer/facility nameEB 210 Sta 610 00 East of Sunland Blvd On Ramp
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Unknown
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedSample 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 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: 2014-08-14-31
DIME Test ID: 2014-08-14-31-4
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: 2015-02-20

Test Results


How will the R value be determined?: By expansion pressure
Input Type: Calculated
Tester's full name: Vincent Onoh
Date of test: 08/22/2014
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
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/20/2015 ✔