Test 2019-05-15-14-15 (CTM 301-March 2000) Summary

Project Information
Project IdentifiersProject ID: 213309
DEA: 081H0904
EFIS: 0816000141
DIST-CO-RTE-PM08-RIV-15-43.5
Work DescriptionCONSTRUCT A SECOND LEFT-TURN LANE
Location DescriptionRIVERSIDE COUNTY IN NORCO AT SECOND STREET UNDERCROSSING.
Sample Information
Sample Taken Date5/15/2019 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 testing5/15/2019
Sample typePer Request A brief description of the sampleClss 2 Aggregate Base
The quantity of what the sample constitutes1 bucket From where was the sample collectedJob Site
First name of sampler or witnessed byKohnson Last name of sampler or witnessed byChan
Title of samplerTransportation Engineer Laboratory sample identification8596
The fabricator/manufacturer/facility nameCaltrans Transportation Laboratory (TL) NumberC 703419
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)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 near 2nd street
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 HMA Design ID
Test Details
DIME Sample ID: 2019-05-15-14
DIME Test ID: 2019-05-15-14-15
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 301-March 2000: Method of Test for Determining the Resistance "R"; Value of Treated and Untreated Bases, Subbases, and Basement Soils by the Stabilometer
Test Release Date: 2019-06-12
Test Results

How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Mike Magana
Date of test: 05/21/2019
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: 85 %
As Received Gradation, Percent Passing 3/8 in. sieve: 74 %
As Received Gradation, Percent Passing #4 sieve: 49 %
As Received Gradation, Percent Passing #8 sieve: 34 %
As Received Gradation, Percent Passing #16 sieve: 23 %
As Received Gradation, Percent Passing #30 sieve: 15 %
As Received Gradation, Percent Passing #50 sieve: 10 %
As Received Gradation, Percent Passing #100 sieve: 6 %
As Received Gradation, Percent Passing #200 sieve: 4.4 %
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: 85 %
As Used Gradation, Percent Passing 3/8 in. sieve: 74 %
As Used Gradation, Percent Passing #4 sieve: 49 %
As Used Gradation, Percent Passing #8 sieve: 34 %
As Used Gradation, Percent Passing #16 sieve: 23 %
As Used Gradation, Percent Passing #30 sieve: 15 %
As Used Gradation, Percent Passing #50 sieve: 10 %
As Used Gradation, Percent Passing #100 sieve: 6 %
As Used Gradation, Percent Passing #200 sieve: 4.4 %
R value:78
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/05/2019