Test 2013-12-19-7583960-4 (CTM 301-March 2000) Summary

Project Information
Project IdentifiersProject ID: 208869
DEA: 08368504
EFIS: 0800000628
DIST-CO-RTE-PM08-SBD-15-177.3/181.1
Work DescriptionCONSTRUCT COMMERCIAL VEHICLE ENFORCEMENT FACILITY (CVEF)
Location DescriptionSAN BERNARDINO COUNTY FROM 1.2 MILES NORTH OF NIPTON ROAD OVERCROSSING TO 0.5 MILE SOUTH OF YATES WELL ROAD OVERCROSSING
Sample Information
Sample Taken Date12/19/2013 Sample Unique Key7583960
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 testing12/30/2013
Sample typeAcceptance A brief description of the sampleClass 2 Aggregate Base
The quantity of what the sample constitutes2 Bags From where was the sample collectedOther
First name of sampler or witnessed byLarry Last name of sampler or witnessed byUnknown
Title of samplerNot set Laboratory sample identification3361B
The fabricator/manufacturer/facility nameI-15 SB Shoulder Sta. 9387 40 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 collectedI-15 SB Shoulder Sta. 9387 40
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: 2013-12-19-7583960
DIME Test ID: 2013-12-19-7583960-4
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 stabilometer
Input Type: Calculated
Tester's full name: Vincent Onoh
Date of test: 01/08/2014
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: 90 %
As Received Gradation, Percent Passing 1/2 in. sieve: 76 %
As Received Gradation, Percent Passing 3/8 in. sieve: 65 %
As Received Gradation, Percent Passing #4 sieve: 36 %
As Received Gradation, Percent Passing #8 sieve: 23 %
As Received Gradation, Percent Passing #16 sieve: 15 %
As Received Gradation, Percent Passing #30 sieve: 12 %
As Received Gradation, Percent Passing #50 sieve: 9 %
As Received Gradation, Percent Passing #100 sieve: 8 %
As Received Gradation, Percent Passing #200 sieve: 8 %
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: 84 %
As Used Gradation, Percent Passing 3/8 in. sieve: 72 %
As Used Gradation, Percent Passing #4 sieve: 40 %
As Used Gradation, Percent Passing #8 sieve: 26 %
As Used Gradation, Percent Passing #16 sieve: 17 %
As Used Gradation, Percent Passing #30 sieve: 13 %
As Used Gradation, Percent Passing #50 sieve: 10 %
As Used Gradation, Percent Passing #100 sieve: 9 %
As Used Gradation, Percent Passing #200 sieve: 8 %
R value:80
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/20/2015