Summary for Test 2019-05-01-19-10

Test performed: CTM 301-March 2000

Project Information

Project IdentifiersProject ID: 213763
DEA: 060Q19A4
EFIS: 0613000152
DIST-CO-RTE-PM06-KER-58-R99.0/R100.3
Award Date02/04/2019
Closeout Date10/22/2021
Work DescriptionWIDEN SHOULDERS AND REPLACE BRIDGES
Location DescriptionKERN COUNTY NEAR TEHACHAPI FROM 0.5 MILE WEST TO 0.8 MILE EAST OF SAND CANYON UNDERCROSSING
QA Service Level1 (Verified on 01/09/2019)

Sample Information

Sample Taken Date05/01/2019 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 testing05/01/2019
Sample typePer Request A brief description of the sampleClass 2 Aggregate Base
The quantity of what the sample constitutes2 bags From where was the sample collectedJob Site
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Telephone number of sampler
Laboratory sample identification8584 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCaltrans Transportation Laboratory (TL) NumberC-8584
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 collectedUnknown
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID

Test Details

DIME Sample ID: 2019-05-01-19
DIME Test ID: 2019-05-01-19-10
Testing Lab: CT - 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: 2019-06-11

Test Results


How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Mike Magana
Date of test: 05/06/2019
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: 81 %
As Received Gradation, Percent Passing 3/8 in. sieve: 68 %
As Received Gradation, Percent Passing #4 sieve: 42 %
As Received Gradation, Percent Passing #8 sieve: 32 %
As Received Gradation, Percent Passing #16 sieve: 24 %
As Received Gradation, Percent Passing #30 sieve: 16 %
As Received Gradation, Percent Passing #50 sieve: 11 %
As Received Gradation, Percent Passing #100 sieve: 7 %
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: 81 %
As Used Gradation, Percent Passing 3/8 in. sieve: 68 %
As Used Gradation, Percent Passing #4 sieve: 42 %
As Used Gradation, Percent Passing #8 sieve: 32 %
As Used Gradation, Percent Passing #16 sieve: 24 %
As Used Gradation, Percent Passing #30 sieve: 16 %
As Used Gradation, Percent Passing #50 sieve: 11 %
As Used Gradation, Percent Passing #100 sieve: 7 %
As Used Gradation, Percent Passing #200 sieve: 4.6 %
R value:79
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/4/2019