Summary for Test 2016-05-12-7-5
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 209732 DEA: 072881U4 EFIS: 0714000085 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R16.1/R25.8 |
| Award Date | 02/06/2015 |
| Closeout Date | 02/18/2020 |
| Work Description | CONSTRUCT CONCRETE PAVEMENT, PRECAST CONCRETE PANELS, AND SLABS. |
| Location Description | LOS ANGELES COUNTY IN LA CANADA FLINTRIDGE, GLENDALE AND PASADENA FROM DUNSMORE AVENUE UNDERCROSSING TO NORTH LOS ROBLES AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 11/04/2014) |
Sample Information
| Sample Taken Date | 05/12/2016 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 05/12/2016 |
| Sample type | Department Acceptance | A brief description of the sample | Class 3 Aggregate 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 | Arnold | Last name of sampler or witnessed by | Troung |
| Title of sampler | MREA | Telephone number of sampler | Unknown |
| Laboratory sample identification | 6167B | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | C 641748 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
| Structure name | 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 | Stockpile at 210 FWY |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | |
| The concrete mix design number | Lot number | Not set | |
| Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2016-05-12-7
DIME Test ID: 2016-05-12-7-5
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: 2019-10-15
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: MD Shahjahan
Date of test: 05/18/2016
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: 94 %
As Received Gradation, Percent Passing 1/2 in. sieve: 78 %
As Received Gradation, Percent Passing 3/8 in. sieve: 70 %
As Received Gradation, Percent Passing #4 sieve: 54 %
As Received Gradation, Percent Passing #8 sieve: 40 %
As Received Gradation, Percent Passing #16 sieve: 29 %
As Received Gradation, Percent Passing #30 sieve: 19 %
As Received Gradation, Percent Passing #50 sieve: 12 %
As Received Gradation, Percent Passing #100 sieve: 7 %
As Received Gradation, Percent Passing #200 sieve: 4 %
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: 83 %
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: 42 %
As Used Gradation, Percent Passing #16 sieve: 30 %
As Used Gradation, Percent Passing #30 sieve: 21 %
As Used Gradation, Percent Passing #50 sieve: 13 %
As Used Gradation, Percent Passing #100 sieve: 7 %
As Used Gradation, Percent Passing #200 sieve: 4 %
R value: 80
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/15/2019 ✔