Summary for Test 2016-05-16-8-3
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 209217 DEA: 080F5404 EFIS: 0800000136 COOP: 081468 |
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DIST-CO-RTE-PM | 08-RIV-91,15-0.0/13.04, 35.64/45.14 |
Award Date | 09/09/2013 |
Closeout Date | 09/20/2023 |
Work Description | SR-91 Corridor Improvement Project: Develop approx. 8 miles of tolled express lanes and related improvements within SR 91 between the Riverside/Orange County line and I-15, including transition areas. |
Location Description | 08-RIV-91-0.0/13.04; 12-ORA-91-R14.43/R18.91; 08-RIV-15-35.64/45.14 |
QA Service Level | 1 (Verified on 08/07/2014) |
Sample Information
Sample Taken Date | 05/16/2016 | Sample Unique Key | 8 |
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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 | 05/18/2016 |
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 | Job Site |
First name of sampler or witnessed by | Scott | Last name of sampler or witnessed by | Powell |
Title of sampler | QA Tech | Telephone number of sampler | Unknown |
Laboratory sample identification | 6176B | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | C 957886 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
Structure name | Not set |
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 | Radio Yard Crusher Stockpile |
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 | Not set |
Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2016-05-16-8
DIME Test ID: 2016-05-16-8-3
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: 2019-10-15
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Md Shahjahan
Date of test: 06/01/2016
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: 86 %
As Received Gradation, Percent Passing 3/8 in. sieve: 77 %
As Received Gradation, Percent Passing #4 sieve: 58 %
As Received Gradation, Percent Passing #8 sieve: 45 %
As Received Gradation, Percent Passing #16 sieve: 33 %
As Received Gradation, Percent Passing #30 sieve: 24 %
As Received Gradation, Percent Passing #50 sieve: 17 %
As Received Gradation, Percent Passing #100 sieve: 13 %
As Received Gradation, Percent Passing #200 sieve: 9 %
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: 88 %
As Used Gradation, Percent Passing 3/8 in. sieve: 79 %
As Used Gradation, Percent Passing #4 sieve: 59 %
As Used Gradation, Percent Passing #8 sieve: 45 %
As Used Gradation, Percent Passing #16 sieve: 34 %
As Used Gradation, Percent Passing #30 sieve: 24 %
As Used Gradation, Percent Passing #50 sieve: 18 %
As Used Gradation, Percent Passing #100 sieve: 13 %
As Used Gradation, Percent Passing #200 sieve: 9 %
R value: 80
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/15/2019 ✔