DIME » All Projects » Project DEA: 021H5804 » Sample 2018-09-13-7 » View Test Details

Summary for Test 2018-09-13-7-1

Test performed: CTM 301-March 2000

Project Information

Project IdentifiersProject ID: 212779
DEA: 021H5804
EFIS: 0216000024
DIST-CO-RTE-PM02-PLU-70-58.4/R78.4
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date09/13/2018 Sample Unique Key7
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 testing09/14/2018
Sample typeInformational A brief description of the sampleSand, Rock, Silt, Clay, DG
The quantity of what the sample constitutesN/A From where was the sample collectedJob Site
First name of sampler or witnessed byDan Last name of sampler or witnessed byCurran
Title of sampler Telephone number of sampler
Laboratory sample identificationD77636 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNot applicable 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)N/A
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedPlu 70 PM 67.85
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2018-09-13-7
DIME Test ID: 2018-09-13-7-1
Testing Lab: CT D02 - Redding Northern 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: 2020-08-20

Test Results


How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Dennis Hickey
Date of test: 09/14/2018
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: 98 %
As Received Gradation, Percent Passing 1 in. sieve: 93 %
As Received Gradation, Percent Passing 3/4 in. sieve: 91 %
As Received Gradation, Percent Passing 1/2 in. sieve: 87 %
As Received Gradation, Percent Passing 3/8 in. sieve: 84 %
As Received Gradation, Percent Passing #4 sieve: 73 %
As Received Gradation, Percent Passing #8 sieve: 65 %
As Received Gradation, Percent Passing #16 sieve: 57 %
As Received Gradation, Percent Passing #30 sieve: 49 %
As Received Gradation, Percent Passing #50 sieve: 40 %
As Received Gradation, Percent Passing #100 sieve: 29 %
As Received Gradation, Percent Passing #200 sieve: 21 %
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: 90 %
As Used Gradation, Percent Passing 3/8 in. sieve: 87 %
As Used Gradation, Percent Passing #4 sieve: 75 %
As Used Gradation, Percent Passing #8 sieve: 67 %
As Used Gradation, Percent Passing #16 sieve: 59 %
As Used Gradation, Percent Passing #30 sieve: 50 %
As Used Gradation, Percent Passing #50 sieve: 41 %
As Used Gradation, Percent Passing #100 sieve: 30 %
As Used Gradation, Percent Passing #200 sieve: 22 %
R value: 66
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/20/2020 ✔