Summary for Test 2022-05-25-100-17
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 66666 DEA: APP EFIS: 0019000052 |
---|---|
DIST-CO-RTE-PM | 59--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Special project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680. |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 05/25/2022 | Sample Unique Key | 100 |
---|---|---|---|
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 | 06/13/2022 |
Sample type | Aggregate Prequalification Program | A brief description of the sample | Eagle Mtn Mine Tailings - Sample No. 22 |
The quantity of what the sample constitutes | 4 full 5-gallon buckets | From where was the sample collected | Source |
First name of sampler or witnessed by | Jay | Last name of sampler or witnessed by | Horton |
Title of sampler | Caltrans Translab AMTB TET | Telephone number of sampler | (916) 227-1218 |
Laboratory sample identification | 7883 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Eagle Mtn Mine Tailings | 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) | Eagle Mtn Mine Tailings |
---|---|---|---|
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 | Slope of Mine Tailings | |
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 |
Test Details
DIME Sample ID: 2022-05-25-100
DIME Test ID: 2022-05-25-100-17
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: 2022-11-09
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Amir Behjati
Date of test: 10/29/2022
As Received Gradation, Percent Passing 3 in. sieve: no data
As Received Gradation, Percent Passing 2 1/2 in. sieve: no data
As Received Gradation, Percent Passing 2 in. sieve: no data
As Received Gradation, Percent Passing 1 1/2 in. sieve: no data
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: 89 %
As Received Gradation, Percent Passing 3/8 in. sieve: 71 %
As Received Gradation, Percent Passing #4 sieve: 28 %
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: no data
As Used Gradation, Percent Passing 2 1/2 in. sieve: no data
As Used Gradation, Percent Passing 2 in. sieve: no data
As Used Gradation, Percent Passing 1 1/2 in. sieve: no data
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: 91 %
As Used Gradation, Percent Passing 3/8 in. sieve: 72 %
As Used Gradation, Percent Passing #4 sieve: 29 %
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: 0
General comments (publicly viewable) (Max 1000 characters): It is not possible to run the test. The sample does not absorb water.
Test was verified on 11/9/2022 ✔