Summary for Test 2019-07-13-2-8
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 212888 DEA: 07202124 EFIS: 0700020870 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-710-20.9/24.6 |
| Award Date | 02/16/2018 |
| Closeout Date | 05/04/2022 |
| Work Description | PAVEMENT REHABILITATION AND BRIDGE WIDENING |
| Location Description | LOS ANGELES COUNTY IN AND NEAR BELL, VERNON, AND CITY OF COMMERCE, FROM 0.2 MILE SOUTH OF SLAUSON AVENUE OVERCROSSING TO 0.1 MILE NORTH OF THIRD STREET OVERCROSSING |
| QA Service Level | 1 (Verified on 03/29/2018) |
Sample Information
| Sample Taken Date | 07/13/2019 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/17/2019 | Sample type | Per Request |
| A brief description of the sample | Class 3 Agg Base | The quantity of what the sample constitutes | 2 bags |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Unknown |
| Last name of sampler or witnessed by | Unknown | Title of sampler | Material Tester |
| Telephone number of sampler | Laboratory sample identification | 8649 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Caltrans | |
| Transportation Laboratory (TL) Number | C904629 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
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 | Roadway Sta 20.9-24.6 |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-07-13-2
DIME Test ID: 2019-07-13-2-8
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: 2019-09-17
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Tess Perez/Kiet Phan
Date of test: 07/25/2019
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: 100 %
As Received Gradation, Percent Passing 1 in. sieve: 100 %
As Received Gradation, Percent Passing 3/4 in. sieve: 97 %
As Received Gradation, Percent Passing 1/2 in. sieve: 82 %
As Received Gradation, Percent Passing 3/8 in. sieve: 74 %
As Received Gradation, Percent Passing #4 sieve: 57 %
As Received Gradation, Percent Passing #8 sieve: 46 %
As Received Gradation, Percent Passing #16 sieve: 36 %
As Received Gradation, Percent Passing #30 sieve: 27 %
As Received Gradation, Percent Passing #50 sieve: 19 %
As Received Gradation, Percent Passing #100 sieve: 13 %
As Received Gradation, Percent Passing #200 sieve: 8 %
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: 97 %
As Used Gradation, Percent Passing 1/2 in. sieve: 82 %
As Used Gradation, Percent Passing 3/8 in. sieve: 74 %
As Used Gradation, Percent Passing #4 sieve: 57 %
As Used Gradation, Percent Passing #8 sieve: 46 %
As Used Gradation, Percent Passing #16 sieve: 36 %
As Used Gradation, Percent Passing #30 sieve: 27 %
As Used Gradation, Percent Passing #50 sieve: 19 %
As Used Gradation, Percent Passing #100 sieve: 13 %
As Used Gradation, Percent Passing #200 sieve: 8 %
R value: 78
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/17/2019 ✔
