Summary for Test 2019-09-26-14-6

Test performed: CTM 301-March 2000

Project Information

Project IdentifiersProject ID: 210837
DEA: 080J0804
EFIS: 0800000283
COOP: 081625
DIST-CO-RTE-PM08-RIV-15-34.7/51.6
Award Date04/17/2017
Closeout DateNot set
Work Description(Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT
Location DescriptionRiverside County and SBD-15-0.0/1.3
QA Service Level1 (Verified on 05/08/2017)

Sample Information

Sample Taken Date09/26/2019 Sample Unique Key14
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 testing09/26/2019
Sample typePer Request A brief description of the sampleClass 2 Aggregate Base
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byElias Last name of sampler or witnessed byHamel
Title of samplerTET Telephone number of sampler
Laboratory sample identification8744 Linked DIME Sample ID
The fabricator/manufacturer/facility nameContractor Skanska-Ames Transportation Laboratory (TL) NumberC013355
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)Unknown
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedI-15 NB at North of Parkridge Bridge
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-09-26-14
DIME Test ID: 2019-09-26-14-6
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: 2019-10-09

Test Results


How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Kiet Phan
Date of test: 10/01/2019
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: 98 %
As Received Gradation, Percent Passing 1/2 in. sieve: 89 %
As Received Gradation, Percent Passing 3/8 in. sieve: 81 %
As Received Gradation, Percent Passing #4 sieve: 57 %
As Received Gradation, Percent Passing #8 sieve: 27 %
As Received Gradation, Percent Passing #16 sieve: 19 %
As Received Gradation, Percent Passing #30 sieve: 10 %
As Received Gradation, Percent Passing #50 sieve: 7 %
As Received Gradation, Percent Passing #100 sieve: 5 %
As Received Gradation, Percent Passing #200 sieve: 4.6 %
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: 98 %
As Used Gradation, Percent Passing 1/2 in. sieve: 89 %
As Used Gradation, Percent Passing 3/8 in. sieve: 81 %
As Used Gradation, Percent Passing #4 sieve: 57 %
As Used Gradation, Percent Passing #8 sieve: 27 %
As Used Gradation, Percent Passing #16 sieve: 19 %
As Used Gradation, Percent Passing #30 sieve: 10 %
As Used Gradation, Percent Passing #50 sieve: 7 %
As Used Gradation, Percent Passing #100 sieve: 5 %
As Used Gradation, Percent Passing #200 sieve: 4.6 %
R value: 83
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/9/2019