Summary for Test 2019-10-18-13-4

Test performed: CTM 301-March 2000

Project Information

Project IdentifiersProject ID: 214706
DEA: 120M8204
EFIS: 1214000041
DIST-CO-RTE-PM12-ORA-1-7.9/10.5
Award DateNot set
Closeout Date07/03/2024
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 12/10/2020)

Sample Information

Sample Taken Date10/18/2019 Sample Unique Key13
Date that the sample was received by the laboratory/organization performing the testing10/29/2019 Sample typePreliminary
A brief description of the sampleSOIL SAMPLE OF SUBGRADE 2'-4' DEPTH The quantity of what the sample constitutes1 BAG
From where was the sample collectedJob Site First name of sampler or witnessed byJOSE
Last name of sampler or witnessed byMENDEZ Title of samplerTET
Telephone number of sampler Laboratory sample identification8772
Linked DIME Sample ID2019-10-18-13 The fabricator/manufacturer/facility nameNATIVE SOIL
Transportation Laboratory (TL) NumberC936702 Inspector Lot Number from the Transportation Laboratory (TL) FormMB-09
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleUnknown
The fabricator/manufacturer designation for the sampleUnknown A detailed description of where the material sample was collectedSR-01 PCH MB-09
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2019-10-18-13
DIME Test ID: 2019-10-18-13-4
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: 2020-03-18

Test Results


How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: KIET PHAN
Date of test: 11/04/2019
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: 100 %
As Received Gradation, Percent Passing 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 3/8 in. sieve: 100 %
As Received Gradation, Percent Passing #4 sieve: 100 %
As Received Gradation, Percent Passing #8 sieve: 100 %
As Received Gradation, Percent Passing #16 sieve: 98 %
As Received Gradation, Percent Passing #30 sieve: 96 %
As Received Gradation, Percent Passing #50 sieve: 90 %
As Received Gradation, Percent Passing #100 sieve: 78 %
As Received Gradation, Percent Passing #200 sieve: 52 %
As Used Gradation, Percent Passing 3 in. sieve: 0 %
As Used Gradation, Percent Passing 2 1/2 in. sieve: 0 %
As Used Gradation, Percent Passing 2 in. sieve: 0 %
As Used Gradation, Percent Passing 1 1/2 in. sieve: 0 %
As Used Gradation, Percent Passing 1 in. sieve: 0 %
As Used Gradation, Percent Passing 3/4 in. sieve: 100 %
As Used Gradation, Percent Passing 1/2 in. sieve: 100 %
As Used Gradation, Percent Passing 3/8 in. sieve: 100 %
As Used Gradation, Percent Passing #4 sieve: 100 %
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: 9
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/18/2020 ✔