Summary for Test 2019-05-01-19-10
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 213763 DEA: 060Q19A4 EFIS: 0613000152 |
---|---|
DIST-CO-RTE-PM | 06-KER-58-R99.0/R100.3 |
Award Date | 02/04/2019 |
Closeout Date | 10/22/2021 |
Work Description | WIDEN SHOULDERS AND REPLACE BRIDGES |
Location Description | KERN COUNTY NEAR TEHACHAPI FROM 0.5 MILE WEST TO 0.8 MILE EAST OF SAND CANYON UNDERCROSSING |
QA Service Level | 1 (Verified on 01/09/2019) |
Sample Information
Sample Taken Date | 05/01/2019 | Sample Unique Key | 19 |
---|---|---|---|
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 | 05/01/2019 |
Sample type | Per Request | A brief description of the sample | Class 2 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 | Unknown | Last name of sampler or witnessed by | Unknown |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 8584 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Caltrans | Transportation Laboratory (TL) Number | C-8584 |
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 | Unknown |
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: 2019-05-01-19
DIME Test ID: 2019-05-01-19-10
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: 2019-06-11
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Mike Magana
Date of test: 05/06/2019
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: 98 %
As Received Gradation, Percent Passing 1/2 in. sieve: 81 %
As Received Gradation, Percent Passing 3/8 in. sieve: 68 %
As Received Gradation, Percent Passing #4 sieve: 42 %
As Received Gradation, Percent Passing #8 sieve: 32 %
As Received Gradation, Percent Passing #16 sieve: 24 %
As Received Gradation, Percent Passing #30 sieve: 16 %
As Received Gradation, Percent Passing #50 sieve: 11 %
As Received Gradation, Percent Passing #100 sieve: 7 %
As Received Gradation, Percent Passing #200 sieve: 4.6 %
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: 98 %
As Used Gradation, Percent Passing 1/2 in. sieve: 81 %
As Used Gradation, Percent Passing 3/8 in. sieve: 68 %
As Used Gradation, Percent Passing #4 sieve: 42 %
As Used Gradation, Percent Passing #8 sieve: 32 %
As Used Gradation, Percent Passing #16 sieve: 24 %
As Used Gradation, Percent Passing #30 sieve: 16 %
As Used Gradation, Percent Passing #50 sieve: 11 %
As Used Gradation, Percent Passing #100 sieve: 7 %
As Used Gradation, Percent Passing #200 sieve: 4.6 %
R value: 79
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/4/2019 ✔