Summary for Test 2020-02-24-27-1

Test performed: CTM 301-March 2000

Project Information

Project IdentifiersProject ID: 213835
DEA: 051F7404
EFIS: 0514000049
DIST-CO-RTE-PM05-MON-101-R28.0/R30.6
Award Date04/03/2019
Closeout Date08/23/2021
Work DescriptionPLACE CONTINUOUSLY REINFORCED CONCRETE PAVEMENT ON EXISTING ROADWAY.
Location DescriptionMONTEREY COUNTY NEAR SAN LUCAS FROM 0.1 MILE SOUTH OF PARIS VALLEY ROAD OVERCROSSING TO RANCHO UNDERCROSSING
QA Service Level1 (Verified on 02/18/2019)

Sample Information

Sample Taken Date02/24/2020 Sample Unique Key27
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 testing02/26/2020
Sample typeDepartment Acceptance A brief description of the sampleClass I ASB from Crusher
The quantity of what the sample constitutes2 bags From where was the sample collectedJob Site
First name of sampler or witnessed byBrandon Last name of sampler or witnessed byWood
Title of samplerField Technician Telephone number of sampler
Laboratory sample identificationD5 20-C-003 Linked DIME Sample ID
The fabricator/manufacturer/facility namePapich Transportation Laboratory (TL) Number
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 collectedJobsite Crusher
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-02-24-27
DIME Test ID: 2020-02-24-27-1
Testing Lab: CT D05 - San Luis Obispo District 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: 2020-02-28

Test Results


How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 02/28/2020
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: 93 %
As Received Gradation, Percent Passing 3/4 in. sieve: 85 %
As Received Gradation, Percent Passing 1/2 in. sieve: 75 %
As Received Gradation, Percent Passing 3/8 in. sieve: 70 %
As Received Gradation, Percent Passing #4 sieve: 57 %
As Received Gradation, Percent Passing #8 sieve: 0 %
As Received Gradation, Percent Passing #16 sieve: 0 %
As Received Gradation, Percent Passing #30 sieve: 0 %
As Received Gradation, Percent Passing #50 sieve: 0 %
As Received Gradation, Percent Passing #100 sieve: 0 %
As Received Gradation, Percent Passing #200 sieve: 0 %
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: 88 %
As Used Gradation, Percent Passing 3/8 in. sieve: 82 %
As Used Gradation, Percent Passing #4 sieve: 67 %
As Used Gradation, Percent Passing #8 sieve: 0 %
As Used Gradation, Percent Passing #16 sieve: 0 %
As Used Gradation, Percent Passing #30 sieve: 0 %
As Used Gradation, Percent Passing #50 sieve: 0 %
As Used Gradation, Percent Passing #100 sieve: 0 %
As Used Gradation, Percent Passing #200 sieve: 0 %
R value: 79
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/28/2020