Summary for Test 2019-04-10-20-9

Test performed: CTM 301-March 2000

Project Information

Project IdentifiersProject ID: 214135
DEA: 09213404
EFIS: 0900000030
DIST-CO-RTE-PM09-INY-395-29.9/41.8
Award Date10/22/2021
Closeout DateNot set
Work DescriptionROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location DescriptionINYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
QA Service Level1 (Verified on 05/03/2019)

Sample Information

Sample Taken Date04/10/2019 Sample Unique Key20
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 testing04/10/2019
Sample typePer Request A brief description of the sampleNative Material
The quantity of what the sample constitutes2 bags From where was the sample collectedJob Site
First name of sampler or witnessed byDereck Last name of sampler or witnessed byCarrington
Title of sampler Telephone number of sampler(760) 872-5211
Laboratory sample identification8542 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCaltrans Right of Way Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form 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 collectedExisting Grade, Caltrans Right of Way
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2019-04-10-20
DIME Test ID: 2019-04-10-20-9
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: 2019-06-06

Test Results


How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Tess Perez
Date of test: 04/18/2019
As Received Gradation, Percent Passing 3 in. sieve: 100 %
As Received Gradation, Percent Passing 2 1/2 in. sieve: 94 %
As Received Gradation, Percent Passing 2 in. sieve: 93 %
As Received Gradation, Percent Passing 1 1/2 in. sieve: 89 %
As Received Gradation, Percent Passing 1 in. sieve: 89 %
As Received Gradation, Percent Passing 3/4 in. sieve: 84 %
As Received Gradation, Percent Passing 1/2 in. sieve: 81 %
As Received Gradation, Percent Passing 3/8 in. sieve: 79 %
As Received Gradation, Percent Passing #4 sieve: 73 %
As Received Gradation, Percent Passing #8 sieve: 67 %
As Received Gradation, Percent Passing #16 sieve: 57 %
As Received Gradation, Percent Passing #30 sieve: 45 %
As Received Gradation, Percent Passing #50 sieve: 33 %
As Received Gradation, Percent Passing #100 sieve: 24 %
As Received Gradation, Percent Passing #200 sieve: 17 %
As Used Gradation, Percent Passing 3 in. sieve: 100 %
As Used Gradation, Percent Passing 2 1/2 in. sieve: 94 %
As Used Gradation, Percent Passing 2 in. sieve: 93 %
As Used Gradation, Percent Passing 1 1/2 in. sieve: 89 %
As Used Gradation, Percent Passing 1 in. sieve: 89 %
As Used Gradation, Percent Passing 3/4 in. sieve: 84 %
As Used Gradation, Percent Passing 1/2 in. sieve: 81 %
As Used Gradation, Percent Passing 3/8 in. sieve: 79 %
As Used Gradation, Percent Passing #4 sieve: 73 %
As Used Gradation, Percent Passing #8 sieve: 67 %
As Used Gradation, Percent Passing #16 sieve: 57 %
As Used Gradation, Percent Passing #30 sieve: 45 %
As Used Gradation, Percent Passing #50 sieve: 33 %
As Used Gradation, Percent Passing #100 sieve: 24 %
As Used Gradation, Percent Passing #200 sieve: 17 %
R value:75
General comments (publicly viewable) (Max 1000 characters): Samples were batched by using SRL gradation

Test was verified on 5/30/2019