Summary for Test 2019-06-15-4-10
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 212888 DEA: 07202124 EFIS: 0700020870 |
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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 | 06/15/2019 | Sample Unique Key | 4 |
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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 | 06/17/2019 |
Sample type | Per Request | A brief description of the sample | Class 3 Agg Base |
The quantity of what the sample constitutes | 4 Bags | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unbknown |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 8613 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Caltrans | Transportation Laboratory (TL) Number | C904628 |
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 | SR-710 |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-06-15-4
DIME Test ID: 2019-06-15-4-10
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: 2019-07-03
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: 06/21/2019
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: 79 %
As Received Gradation, Percent Passing 3/8 in. sieve: 70 %
As Received Gradation, Percent Passing #4 sieve: 53 %
As Received Gradation, Percent Passing #8 sieve: 42 %
As Received Gradation, Percent Passing #16 sieve: 33 %
As Received Gradation, Percent Passing #30 sieve: 26 %
As Received Gradation, Percent Passing #50 sieve: 22 %
As Received Gradation, Percent Passing #100 sieve: 12 %
As Received Gradation, Percent Passing #200 sieve: 8.5 %
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: 79 %
As Used Gradation, Percent Passing 3/8 in. sieve: 70 %
As Used Gradation, Percent Passing #4 sieve: 53 %
As Used Gradation, Percent Passing #8 sieve: 42 %
As Used Gradation, Percent Passing #16 sieve: 33 %
As Used Gradation, Percent Passing #30 sieve: 26 %
As Used Gradation, Percent Passing #50 sieve: 22 %
As Used Gradation, Percent Passing #100 sieve: 12 %
As Used Gradation, Percent Passing #200 sieve: 8.5 %
R value: 75
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/3/2019 ✔