Summary for Test 2019-10-17-18-4
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 214821 DEA: 120H1504 EFIS: 1216000055 |
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DIST-CO-RTE-PM | 12-ORA-1-4.9/5.5,10.5/14.1 |
Award Date | 09/11/2020 |
Closeout Date | 07/03/2024 |
Work Description | Cold plane AC, RHMA-G paving, and curb ramp reconstruction |
Location Description | ORANGE COUNTY IN LAGUNA BEACH AND NEWPORT BEACH FROM 0.2 MILE SOUTH OF VISTA DEL SOL TO 7TH AVENUE AND FROM LEDROIT STREET TO NEWPORT COAST DRIVE |
QA Service Level | 1 (Verified on 10/26/2020) |
Sample Information
Sample Taken Date | 10/17/2019 | Sample Unique Key | 18 |
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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 | 10/29/2019 |
Sample type | Preliminary | A brief description of the sample | SUBGRADE DEPTH 3'-4' |
The quantity of what the sample constitutes | 1 BAG | From where was the sample collected | Job Site |
First name of sampler or witnessed by | JOSE | Last name of sampler or witnessed by | MENDEZ |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | 8780 | Linked DIME Sample ID | 2019-10-17-18 |
The fabricator/manufacturer/facility name | Native Material | Transportation Laboratory (TL) Number | C936702 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | SR 01 PCH MB-23 | 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 | AGURING |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2019-10-17-18
DIME Test ID: 2019-10-17-18-4
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: 2020-04-01
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: KIET PHAN
Date of test: 11/10/2019
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: 99 %
As Received Gradation, Percent Passing 1 in. sieve: 97 %
As Received Gradation, Percent Passing 3/4 in. sieve: 95 %
As Received Gradation, Percent Passing 1/2 in. sieve: 91 %
As Received Gradation, Percent Passing 3/8 in. sieve: 88 %
As Received Gradation, Percent Passing #4 sieve: 79 %
As Received Gradation, Percent Passing #8 sieve: 71 %
As Received Gradation, Percent Passing #16 sieve: 62 %
As Received Gradation, Percent Passing #30 sieve: 49 %
As Received Gradation, Percent Passing #50 sieve: 37 %
As Received Gradation, Percent Passing #100 sieve: 26 %
As Received Gradation, Percent Passing #200 sieve: 19 %
As Used Gradation, Percent Passing 3 in. sieve: 0 %
As Used Gradation, Percent Passing 2 1/2 in. sieve: 0 %
As Used Gradation, Percent Passing 2 in. sieve: 0 %
As Used Gradation, Percent Passing 1 1/2 in. sieve: 0 %
As Used Gradation, Percent Passing 1 in. sieve: 0 %
As Used Gradation, Percent Passing 3/4 in. sieve: 100 %
As Used Gradation, Percent Passing 1/2 in. sieve: 96 %
As Used Gradation, Percent Passing 3/8 in. sieve: 93 %
As Used Gradation, Percent Passing #4 sieve: 83 %
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: 45
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/1/2020 ✔