Summary for Test 2020-05-11-22-3
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 215018 DEA: 051J4804 EFIS: 0517000185 |
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DIST-CO-RTE-PM | 05-SBT-25,156-54.048 |
Award Date | 11/18/2021 |
Closeout Date | Not set |
Work Description | SAN BENITO HIGHWAY 25 AT 156 ROUNDABOUT - SAFETY IMPROVEMENTS |
Location Description | SAN BENITO COUNTY NEAR HOLLISTER ON ROUTE 25 FROM 0.4 MILE EAST TO 0.3 MILE WEST OF ROUTE 156 AND ON ROUTE 156 FROM 0.4 MILE SOUTH TO 0.3 MILE NORTH OF ROUTE 25 |
QA Service Level | 1 (Verified on 09/03/2020) |
Sample Information
Sample Taken Date | 05/11/2020 | Sample Unique Key | 22 |
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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 | 05/11/2020 |
Sample type | Informational | A brief description of the sample | 1 Bag Soil |
The quantity of what the sample constitutes | Native Soil | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jacob | Last name of sampler or witnessed by | Berven |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D5 20-D-015 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Mother Nature | 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 | 20 feet from NB SR 25 EP |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2020-05-11-22
DIME Test ID: 2020-05-11-22-3
Testing Lab: CT D05 - San Luis Obispo District 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: 2020-05-29
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 05/22/2020
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: 100 %
As Received Gradation, Percent Passing 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 3/8 in. sieve: 100 %
As Received Gradation, Percent Passing #4 sieve: 100 %
As Received Gradation, Percent Passing #8 sieve: 100 %
As Received Gradation, Percent Passing #16 sieve: 98 %
As Received Gradation, Percent Passing #30 sieve: 94 %
As Received Gradation, Percent Passing #50 sieve: 88 %
As Received Gradation, Percent Passing #100 sieve: 80 %
As Received Gradation, Percent Passing #200 sieve: 71.1 %
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: 100 %
As Used Gradation, Percent Passing 3/8 in. sieve: 100 %
As Used Gradation, Percent Passing #4 sieve: 100 %
As Used Gradation, Percent Passing #8 sieve: 100 %
As Used Gradation, Percent Passing #16 sieve: 989 %
As Used Gradation, Percent Passing #30 sieve: 94 %
As Used Gradation, Percent Passing #50 sieve: 88 %
As Used Gradation, Percent Passing #100 sieve: 80 %
As Used Gradation, Percent Passing #200 sieve: 71.1 %
R value: 5
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/29/2020 ✔