Summary for Test 2019-04-18-8-10
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 214135 DEA: 09213404 EFIS: 0900000030 |
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DIST-CO-RTE-PM | 09-INY-395-29.9/41.8 |
Award Date | 10/22/2021 |
Closeout Date | Not set |
Work Description | ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT. |
Location Description | INYO 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 Level | 1 (Verified on 05/03/2019) |
Sample Information
Sample Taken Date | 04/18/2019 | Sample Unique Key | 8 |
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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 testing | 04/04/2019 |
Sample type | Per Request | A brief description of the sample | Native Material |
The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Dereck | Last name of sampler or witnessed by | Carrington |
Title of sampler | MREA | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Caltrans Right of Way | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
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The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | Existing grade |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2019-04-18-8
DIME Test ID: 2019-04-18-8-10
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: 2019-05-15
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Mike Magana
Date of test: 04/15/2019
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: 97 %
As Received Gradation, Percent Passing 1/2 in. sieve: 95 %
As Received Gradation, Percent Passing 3/8 in. sieve: 93 %
As Received Gradation, Percent Passing #4 sieve: 90 %
As Received Gradation, Percent Passing #8 sieve: 86 %
As Received Gradation, Percent Passing #16 sieve: 80 %
As Received Gradation, Percent Passing #30 sieve: 71 %
As Received Gradation, Percent Passing #50 sieve: 58 %
As Received Gradation, Percent Passing #100 sieve: 39 %
As Received Gradation, Percent Passing #200 sieve: 18 %
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: 97 %
As Used Gradation, Percent Passing 1/2 in. sieve: 95 %
As Used Gradation, Percent Passing 3/8 in. sieve: 93 %
As Used Gradation, Percent Passing #4 sieve: 90 %
As Used Gradation, Percent Passing #8 sieve: 86 %
As Used Gradation, Percent Passing #16 sieve: 80 %
As Used Gradation, Percent Passing #30 sieve: 71 %
As Used Gradation, Percent Passing #50 sieve: 58 %
As Used Gradation, Percent Passing #100 sieve: 39 %
As Used Gradation, Percent Passing #200 sieve: 18 %
R value: 78
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/8/2019 ✔