Summary for Test 2020-03-13-14-2
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 214817 DEA: 051H2304 EFIS: 0516000042 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-218-R0.2/L0.9 |
| Award Date | 11/08/2022 |
| Closeout Date | 03/03/2025 |
| Work Description | CONSTRUCT CURB RAMPS AND SIDEWALK, MODIFY SIGNAL AND LIGHTING SYSTEMS. |
| Location Description | MONTEREY COUNTY IN SEASIDE FROM DEL MONTE BOULEVARD TO FREMONT BOULEVARD |
| QA Service Level | 1 (Verified on 08/31/2020) |
Sample Information
| Sample Taken Date | 03/13/2020 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 03/16/2020 |
| Sample type | Preliminary | A brief description of the sample | Native Soil |
| The quantity of what the sample constitutes | 1 bag | 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 | 20-D-013 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Earth | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 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 | WB Shoulder L 0.45 |
| Where the material sample would have been placed if not sampled | Unknown |
Test Details
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DIME Sample ID: 2020-03-13-14
DIME Test ID: 2020-03-13-14-2
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: 2020-04-01
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 04/01/2020
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: 99 %
As Received Gradation, Percent Passing #16 sieve: 98 %
As Received Gradation, Percent Passing #30 sieve: 94 %
As Received Gradation, Percent Passing #50 sieve: 79 %
As Received Gradation, Percent Passing #100 sieve: 27 %
As Received Gradation, Percent Passing #200 sieve: 16.3 %
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: 99 %
As Used Gradation, Percent Passing #16 sieve: 98 %
As Used Gradation, Percent Passing #30 sieve: 94 %
As Used Gradation, Percent Passing #50 sieve: 79 %
As Used Gradation, Percent Passing #100 sieve: 27 %
As Used Gradation, Percent Passing #200 sieve: 16.3 %
R value: 68
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/1/2020 ✔