Summary for Test 2019-10-17-19-4

Test performed: CTM 301-March 2000

Project Information

Project IdentifiersProject ID: 214821
DEA: 120H1504
EFIS: 1216000055
DIST-CO-RTE-PM12-ORA-1-4.9/5.5,10.5/14.1
Award Date09/11/2020
Closeout DateNot set
Work DescriptionCold plane AC, RHMA-G paving, and curb ramp reconstruction
Location DescriptionORANGE COUNTY IN LAGUNA BEACH AND NEWPORT BEACH FROM 0.2 MILE SOUTH OF VISTA DEL SOL TO 7TH AVENUE AND FROM LEDROIT STREET TO NEWPORT COAST DRIVE
QA Service Level1 (Verified on 10/26/2020)

Sample Information

Sample Taken Date10/17/2019 Sample Unique Key19
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 testing10/29/2019
Sample typePreliminary A brief description of the sampleSUBGRADE DEPTH 3'-4'
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 identification8780 Linked DIME Sample ID2019-10-17-19
The fabricator/manufacturer/facility nameNative Material Transportation Laboratory (TL) NumberC936702
Inspector Lot Number from the Transportation Laboratory (TL) FormSR 01 PCH MB-32 Structure unique identifier
Structure name

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 collectedAGURING
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2019-10-17-19
DIME Test ID: 2019-10-17-19-4
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: 2020-04-01

Test Results


How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: KIET PHAN
Date of test: 11/09/2019
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: 99 %
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: 47 %
As Received Gradation, Percent Passing #16 sieve: 38 %
As Received Gradation, Percent Passing #30 sieve: 28 %
As Received Gradation, Percent Passing #50 sieve: 19 %
As Received Gradation, Percent Passing #100 sieve: 12 %
As Received Gradation, Percent Passing #200 sieve: 8.8 %
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: 89 %
As Used Gradation, Percent Passing 3/8 in. sieve: 80 %
As Used Gradation, Percent Passing #4 sieve: 61 %
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: 75
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/1/2020