Summary for Test 2020-09-17-14-4

Test performed: CTM 301-March 2000

Project Information

Project IdentifiersProject ID: 212777
DEA: 021H1104
EFIS: 0215000106
DIST-CO-RTE-PM02-LAS-299-25.58/25.58
Award Date12/04/2019
Closeout Date08/14/2023
Work DescriptionBUILDING WORK.
Location DescriptionLASSEN COUNTY ABOUT 11 MILES EAST OF BIEBER AT THE ADIN MAINTENANCE STATION
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date09/17/2020 Sample Unique Key14
Date that the sample was received by the laboratory/organization performing the testing09/17/2020 Sample typeDepartment Acceptance
A brief description of the sampleClass 2 Aggregate Base The quantity of what the sample constitutesnot identified
From where was the sample collectedJob Site First name of sampler or witnessed byCindy
Last name of sampler or witnessed byBryant Title of sampler
Telephone number of sampler Laboratory sample identificationD78627
Linked DIME Sample ID The fabricator/manufacturer/facility nameEagle Peak Rock and Paving
Transportation Laboratory (TL) Number853450 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)91-25-0029
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 collectedWindrow Adin Maintenance Station
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-09-17-14
DIME Test ID: 2020-09-17-14-4
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: 2020-09-23

Test Results


How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Terry McCormick
Date of test: 09/19/2020
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: 100 %
As Received Gradation, Percent Passing 3/4 in. sieve: 98 %
As Received Gradation, Percent Passing 1/2 in. sieve: 72 %
As Received Gradation, Percent Passing 3/8 in. sieve: 61 %
As Received Gradation, Percent Passing #4 sieve: 49 %
As Received Gradation, Percent Passing #8 sieve: 36 %
As Received Gradation, Percent Passing #16 sieve: 23 %
As Received Gradation, Percent Passing #30 sieve: 16 %
As Received Gradation, Percent Passing #50 sieve: 11 %
As Received Gradation, Percent Passing #100 sieve: 8 %
As Received Gradation, Percent Passing #200 sieve: 7 %
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: 73 %
As Used Gradation, Percent Passing 3/8 in. sieve: 62 %
As Used Gradation, Percent Passing #4 sieve: 50 %
As Used Gradation, Percent Passing #8 sieve: 37 %
As Used Gradation, Percent Passing #16 sieve: 23 %
As Used Gradation, Percent Passing #30 sieve: 16 %
As Used Gradation, Percent Passing #50 sieve: 11 %
As Used Gradation, Percent Passing #100 sieve: 8 %
As Used Gradation, Percent Passing #200 sieve: 7 %
R value: 80
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/23/2020 ✔