Summary for Test 2020-02-25-11-2
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 214180 DEA: 051C9804 EFIS: 0513000021 |
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DIST-CO-RTE-PM | 05-MON,SCR-1,129,152-Var |
Award Date | 08/26/2019 |
Closeout Date | 08/23/2021 |
Work Description | Mon Scr Roadside Safety. PAVE GORE AREAS, MAINTENANCE VEHICLE PULLOUTS AND UPGRADE GUARDRAIL. |
Location Description | MONTEREY AND SANTA CRUZ COUNTIES AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 09/30/2019) |
Sample Information
Sample Taken Date | 02/25/2020 | Sample Unique Key | 11 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 03/27/2020 |
Sample type | Preliminary | A brief description of the sample | Two Bags 3/4" CL II AB |
The quantity of what the sample constitutes | Preliminary | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Wesley | Last name of sampler or witnessed by | Rider |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D5 20-C-005 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Don Chapin Hollister | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Unknown |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | Stockpile | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-02-25-11
DIME Test ID: 2020-02-25-11-2
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: 2020-03-11
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 03/11/2020
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: 95 %
As Received Gradation, Percent Passing 1/2 in. sieve: 78 %
As Received Gradation, Percent Passing 3/8 in. sieve: 68 %
As Received Gradation, Percent Passing #4 sieve: 44 %
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: 82 %
As Used Gradation, Percent Passing 3/8 in. sieve: 69 %
As Used Gradation, Percent Passing #4 sieve: 46 %
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: 82
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/11/2020 ✔