Summary for Test 2016-08-08-8-3
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 209453 DEA: 080J8504 EFIS: 0800000324 |
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DIST-CO-RTE-PM | 08-SBD-138-R24.1 |
Award Date | 07/01/2014 |
Closeout Date | 07/05/2017 |
Work Description | REPLACE EXISTING BRIDGE. |
Location Description | SAN BERNARDINO COUNTY IN AND NEAR HESPERIA AT HORSETHIEF CREEK BRDIGE |
QA Service Level | 1 (Verified on 04/16/2014) |
Sample Information
Sample Taken Date | 08/08/2016 | 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 | 08/09/2016 |
Sample type | Acceptance | A brief description of the sample | Class 2 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 | Larry | Last name of sampler or witnessed by | Francisco |
Title of sampler | TE | Telephone number of sampler | Unknown |
Laboratory sample identification | 6310B | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Hesperia Emery Yard | Transportation Laboratory (TL) Number | C 950702-2 |
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 | Stockpile West end of Horsethief Bridge |
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: 2016-08-08-8
DIME Test ID: 2016-08-08-8-3
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: 2019-05-15
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Md Shahjahan
Date of test: 08/18/2016
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: 99 %
As Received Gradation, Percent Passing 1/2 in. sieve: 90 %
As Received Gradation, Percent Passing 3/8 in. sieve: 83 %
As Received Gradation, Percent Passing #4 sieve: 65 %
As Received Gradation, Percent Passing #8 sieve: 47 %
As Received Gradation, Percent Passing #16 sieve: 34 %
As Received Gradation, Percent Passing #30 sieve: 22 %
As Received Gradation, Percent Passing #50 sieve: 14 %
As Received Gradation, Percent Passing #100 sieve: 9 %
As Received Gradation, Percent Passing #200 sieve: 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: 100 %
As Used Gradation, Percent Passing 1/2 in. sieve: 91 %
As Used Gradation, Percent Passing 3/8 in. sieve: 84 %
As Used Gradation, Percent Passing #4 sieve: 66 %
As Used Gradation, Percent Passing #8 sieve: 48 %
As Used Gradation, Percent Passing #16 sieve: 34 %
As Used Gradation, Percent Passing #30 sieve: 22 %
As Used Gradation, Percent Passing #50 sieve: 15 %
As Used Gradation, Percent Passing #100 sieve: 9 %
As Used Gradation, Percent Passing #200 sieve: 6 %
R value: 78
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/8/2019 ✔