DIME » All Projects » Project DEA: 021H5804 » Sample 2018-10-03-33 » View Test Details

Summary for Test 2018-10-03-33-3

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 Date10/03/2025
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date10/03/2018 Sample Unique Key33
Date that the sample was received by the laboratory/organization performing the testing09/04/2018 Sample typeInformational
A brief description of the sampleNative Soil The quantity of what the sample constitutesN/A
From where was the sample collectedJob Site First name of sampler or witnessed byDennis
Last name of sampler or witnessed byHickey Title of sampler
Telephone number of sampler Laboratory sample identificationD77684
Linked DIME Sample ID The fabricator/manufacturer/facility nameNative soil
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

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 61.61 10ft left of fog line
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: 2018-10-03-33
DIME Test ID: 2018-10-03-33-3
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: 2020-08-18

Test Results


How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: TRM
Date of test: 10/16/2018
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: 97 %
As Received Gradation, Percent Passing 1 in. sieve: 95 %
As Received Gradation, Percent Passing 3/4 in. sieve: 93 %
As Received Gradation, Percent Passing 1/2 in. sieve: 89 %
As Received Gradation, Percent Passing 3/8 in. sieve: 86 %
As Received Gradation, Percent Passing #4 sieve: 73 %
As Received Gradation, Percent Passing #8 sieve: 60 %
As Received Gradation, Percent Passing #16 sieve: 45 %
As Received Gradation, Percent Passing #30 sieve: 31 %
As Received Gradation, Percent Passing #50 sieve: 29 %
As Received Gradation, Percent Passing #100 sieve: 10 %
As Received Gradation, Percent Passing #200 sieve: 6 %
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: 96 %
As Used Gradation, Percent Passing 3/8 in. sieve: 92 %
As Used Gradation, Percent Passing #4 sieve: 78 %
As Used Gradation, Percent Passing #8 sieve: 65 %
As Used Gradation, Percent Passing #16 sieve: 48 %
As Used Gradation, Percent Passing #30 sieve: 33 %
As Used Gradation, Percent Passing #50 sieve: 31 %
As Used Gradation, Percent Passing #100 sieve: 11 %
As Used Gradation, Percent Passing #200 sieve: 6 %
R value: 73
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/18/2020 ✔