Summary for Test 2019-05-10-30-11

Test performed: CTM 301-March 2000

Project Information

Project IdentifiersProject ID: 213551
DEA: 080K2934
EFIS: 0812000100
DIST-CO-RTE-PM08-SBD-10-R36.8/R39.2
Award Date11/09/2018
Closeout Date09/15/2021
Work DescriptionPAVEMENT REHABILITATION AND CONTINUOUSLY REINFORCED CONCRETE PAVEMENT
Location DescriptionSAN BERNARDINO COUNTY IN YUCAIPA FROM 0.2 MILE WEST OF LIVE OAK CANYON ROAD TO COUNTY LINE ROAD UNDERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date05/10/2019 Sample Unique Key30
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 testing05/13/2019
Sample typePer Request A brief description of the sampleClass 2 Aggregate Base
The quantity of what the sample constitutes3 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byEzz Last name of sampler or witnessed byGayed
Title of samplerResident Engineer Telephone number of sampler
Laboratory sample identification8595 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCaltrans Transportation Laboratory (TL) NumberC009826
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

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 collectedExisting Subbase
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-05-10-30
DIME Test ID: 2019-05-10-30-11
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: 2019-06-12

Test Results


How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Mike Magana
Date of test: 05/17/2019
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: 86 %
As Received Gradation, Percent Passing 3/8 in. sieve: 78 %
As Received Gradation, Percent Passing #4 sieve: 59 %
As Received Gradation, Percent Passing #8 sieve: 44 %
As Received Gradation, Percent Passing #16 sieve: 32 %
As Received Gradation, Percent Passing #30 sieve: 22 %
As Received Gradation, Percent Passing #50 sieve: 15 %
As Received Gradation, Percent Passing #100 sieve: 9 %
As Received Gradation, Percent Passing #200 sieve: 8.9 %
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: 97 %
As Used Gradation, Percent Passing 1/2 in. sieve: 86 %
As Used Gradation, Percent Passing 3/8 in. sieve: 78 %
As Used Gradation, Percent Passing #4 sieve: 59 %
As Used Gradation, Percent Passing #8 sieve: 44 %
As Used Gradation, Percent Passing #16 sieve: 32 %
As Used Gradation, Percent Passing #30 sieve: 22 %
As Used Gradation, Percent Passing #50 sieve: 15 %
As Used Gradation, Percent Passing #100 sieve: 9 %
As Used Gradation, Percent Passing #200 sieve: 8.9 %
R value: 83
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/5/2019