Summary for Test 2019-07-29-25-8
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 214050 DEA: 09369804 EFIS: 0917000029 |
---|---|
DIST-CO-RTE-PM | 09-MNO-6-4.2/4.9 |
Award Date | 05/14/2019 |
Closeout Date | 12/02/2019 |
Work Description | ROADWAY EXCAVATION AND PLACE HMA (TYPE A). |
Location Description | MONO COUNTY AT CHALFANT FROM 0.2 MILE SOUTH OF HUNTER AVENUE TO 0.3 MILE NORTH OF CHALFANT ROAD |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 07/29/2019 | Sample Unique Key | 25 |
---|---|---|---|
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 | 07/30/2019 |
Sample type | Per Request | A brief description of the sample | Class 2 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 | Colton | Last name of sampler or witnessed by | Carrington |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | 8658 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Caltrans | Transportation Laboratory (TL) Number | C660990 |
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 | Stockpile on site |
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: 2019-07-29-25
DIME Test ID: 2019-07-29-25-8
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: 2019-09-18
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: 08/05/2019
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: 96 %
As Received Gradation, Percent Passing 1/2 in. sieve: 86 %
As Received Gradation, Percent Passing 3/8 in. sieve: 74 %
As Received Gradation, Percent Passing #4 sieve: 51 %
As Received Gradation, Percent Passing #8 sieve: 37 %
As Received Gradation, Percent Passing #16 sieve: 28 %
As Received Gradation, Percent Passing #30 sieve: 20 %
As Received Gradation, Percent Passing #50 sieve: 14 %
As Received Gradation, Percent Passing #100 sieve: 9 %
As Received Gradation, Percent Passing #200 sieve: 5.6 %
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: 96 %
As Used Gradation, Percent Passing 1/2 in. sieve: 86 %
As Used Gradation, Percent Passing 3/8 in. sieve: 74 %
As Used Gradation, Percent Passing #4 sieve: 51 %
As Used Gradation, Percent Passing #8 sieve: 37 %
As Used Gradation, Percent Passing #16 sieve: 28 %
As Used Gradation, Percent Passing #30 sieve: 20 %
As Used Gradation, Percent Passing #50 sieve: 14 %
As Used Gradation, Percent Passing #100 sieve: 9 %
As Used Gradation, Percent Passing #200 sieve: 5.6 %
R value: 77
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/18/2019 ✔