Summary for Test 2015-09-23-27-2
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 209918 DEA: 07274804 EFIS: 0700000516 |
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DIST-CO-RTE-PM | 07-LA-18-0.2 |
Award Date | 12/09/2014 |
Closeout Date | 01/15/2018 |
Work Description | REPLACE BRIDGE DECK AND RAILING, REPAIR BENT CAPS AND COLUMNS. |
Location Description | LOS ANGELES COUNTY AT LLANO AT COUNTY LINE OVERHEAD |
QA Service Level | 1 (Verified on 01/08/2015) |
Sample Information
Sample Taken Date | 09/23/2015 | Sample Unique Key | 27 |
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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 | 12/29/2015 |
Sample type | Informational | A brief description of the sample | Soil for Subgrade. |
The quantity of what the sample constitutes | Unknown | From where was the sample collected | Source |
First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | 5419B | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
---|---|---|---|
The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | Phelan Rd Sta 177 50 |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2015-09-23-27
DIME Test ID: 2015-09-23-27-2
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: 2019-10-15
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Vincent Onoh
Date of test: 02/04/2016
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: 99 %
As Received Gradation, Percent Passing 1/2 in. sieve: 93 %
As Received Gradation, Percent Passing 3/8 in. sieve: 90 %
As Received Gradation, Percent Passing #4 sieve: 87 %
As Received Gradation, Percent Passing #8 sieve: 0 %
As Received Gradation, Percent Passing #16 sieve: 0 %
As Received Gradation, Percent Passing #30 sieve: 0 %
As Received Gradation, Percent Passing #50 sieve: 0 %
As Received Gradation, Percent Passing #100 sieve: 0 %
As Received Gradation, Percent Passing #200 sieve: 0 %
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: 100 %
As Used Gradation, Percent Passing 1/2 in. sieve: 94 %
As Used Gradation, Percent Passing 3/8 in. sieve: 91 %
As Used Gradation, Percent Passing #4 sieve: 88 %
As Used Gradation, Percent Passing #8 sieve: 0 %
As Used Gradation, Percent Passing #16 sieve: 0 %
As Used Gradation, Percent Passing #30 sieve: 0 %
As Used Gradation, Percent Passing #50 sieve: 0 %
As Used Gradation, Percent Passing #100 sieve: 0 %
As Used Gradation, Percent Passing #200 sieve: 0 %
R value: 72
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/15/2019 ✔