Summary for Test 2020-03-09-3-1
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 211235 DEA: 054482U4 EFIS: 0500000543 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-2.2/3.3 |
| Award Date | 06/20/2016 |
| Closeout Date | 08/23/2021 |
| Work Description | BUILD AND RECONSTRUCT BRIDGES, CONSTRUCT RAMPS AND FRONTAGE ROAD. |
| Location Description | SANTA BARBARA COUNTY IN CARPINTERIA FROM 0.2 MILE SOUTH OF CARPINTERIA CREEK BRIDGE TO FRANKLIN CREEK BRIDGE |
| QA Service Level | 1 (Verified on 07/27/2016) |
Sample Information
| Sample Taken Date | 03/09/2020 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 03/09/2020 |
| Sample type | Acceptance | A brief description of the sample | 3/4" CL II AB, Recycled |
| The quantity of what the sample constitutes | Unknown | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Darren | Last name of sampler or witnessed by | LaChaine |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D5 20-C-008 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Security Paving Crushing Goleta | 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 | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Unknown |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-03-09-3
DIME Test ID: 2020-03-09-3-1
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: 98 %
As Received Gradation, Percent Passing 1/2 in. sieve: 82 %
As Received Gradation, Percent Passing 3/8 in. sieve: 72 %
As Received Gradation, Percent Passing #4 sieve: 54 %
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: 84 %
As Used Gradation, Percent Passing 3/8 in. sieve: 73 %
As Used Gradation, Percent Passing #4 sieve: 55 %
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: 81
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/11/2020 ✔