Summary for Test 2013-10-24-9004884-3
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 5266 DEA: 08448404 EFIS: 0800000712 COOP: 081488A1 |
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DIST-CO-RTE-PM | 08-RIV-91-15.6/21.6 |
Award Date | 02/10/2012 |
Closeout Date | 07/27/2023 |
Work Description | CONSTRUCT HOV LANES AND WIDEN BRIDGES. |
Location Description | RIVERSIDE COUNTY IN RIVERSIDE FROM ADAMS STREET TO THE ROUTE 60/215 SEPARATION |
QA Service Level | 1 (Verified on 04/27/2012) |
Sample Information
Sample Taken Date | 10/24/2013 | Sample Unique Key | 9004884 |
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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 | 10/24/2013 |
Sample type | Acceptance | A brief description of the sample | Class 2 Aggregate Subbase |
The quantity of what the sample constitutes | 1 Bag | From where was the sample collected | Other |
First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
Title of sampler | Not set | Telephone number of sampler | Not set |
Laboratory sample identification | Not set | Linked DIME Sample ID | Not set |
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
Structure name | Not set |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | NA |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | Not set | The fabricator/manufacturer designation for the sample | Not set |
The plant number | Not set | A detailed description of where the material sample was collected | Sta. 334 00 WB 91 |
Where the material sample would have been placed if not sampled | Not set | Primary Aggregate Nominal Size | |
The concrete mix design number | Lot number | Not set | |
Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2013-10-24-9004884
DIME Test ID: 2013-10-24-9004884-3
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: 2015-02-20
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Vincent Onoh
Date of test: 11/01/2013
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: 81 %
As Received Gradation, Percent Passing 3/8 in. sieve: 68 %
As Received Gradation, Percent Passing #4 sieve: 44 %
As Received Gradation, Percent Passing #8 sieve: 33 %
As Received Gradation, Percent Passing #16 sieve: 22 %
As Received Gradation, Percent Passing #30 sieve: 16 %
As Received Gradation, Percent Passing #50 sieve: 13 %
As Received Gradation, Percent Passing #100 sieve: 11 %
As Received Gradation, Percent Passing #200 sieve: 9.2 %
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: 84 %
As Used Gradation, Percent Passing 3/8 in. sieve: 70 %
As Used Gradation, Percent Passing #4 sieve: 45 %
As Used Gradation, Percent Passing #8 sieve: 34 %
As Used Gradation, Percent Passing #16 sieve: 22 %
As Used Gradation, Percent Passing #30 sieve: 17 %
As Used Gradation, Percent Passing #50 sieve: 13 %
As Used Gradation, Percent Passing #100 sieve: 11 %
As Used Gradation, Percent Passing #200 sieve: 9.5 %
R value: 77
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/20/2015 ✔