Summary for Test 2019-07-09-10-8
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 213608 DEA: 09364704 |
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DIST-CO-RTE-PM | 09-MNO-395-60.0/69.9 |
Award Date | 11/02/2018 |
Closeout Date | 12/02/2019 |
Work Description | CONSTRUCT MIDWEST GUARD RAIL. |
Location Description | MONO COUNTY ABOUT 6 MILES SOUTH OF BRIDGEPORT FROM CONWAY RANCH ROAD TO ROUTE 270 |
QA Service Level | 1 (Verified on 01/03/2019) |
Sample Information
Sample Taken Date | 07/09/2019 | Sample Unique Key | 10 |
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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 | 07/17/2019 |
Sample type | Per Request | A brief description of the sample | Import Borrow for use in Backfill |
The quantity of what the sample constitutes | 1 Bucket | From where was the sample collected | Source |
First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
Title of sampler | QA Material Tester | Telephone number of sampler | |
Laboratory sample identification | 8648 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Construction | Transportation Laboratory (TL) Number | C661278 |
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 | Stockpile at plant |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-07-09-10
DIME Test ID: 2019-07-09-10-8
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: 2019-08-22
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Tess Perez
Date of test: 07/24/2019
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: 100 %
As Received Gradation, Percent Passing 1/2 in. sieve: 98 %
As Received Gradation, Percent Passing 3/8 in. sieve: 93 %
As Received Gradation, Percent Passing #4 sieve: 74 %
As Received Gradation, Percent Passing #8 sieve: 52 %
As Received Gradation, Percent Passing #16 sieve: 36 %
As Received Gradation, Percent Passing #30 sieve: 24 %
As Received Gradation, Percent Passing #50 sieve: 16 %
As Received Gradation, Percent Passing #100 sieve: 10 %
As Received Gradation, Percent Passing #200 sieve: 6.7 %
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: 98 %
As Used Gradation, Percent Passing 3/8 in. sieve: 93 %
As Used Gradation, Percent Passing #4 sieve: 74 %
As Used Gradation, Percent Passing #8 sieve: 52 %
As Used Gradation, Percent Passing #16 sieve: 36 %
As Used Gradation, Percent Passing #30 sieve: 24 %
As Used Gradation, Percent Passing #50 sieve: 16 %
As Used Gradation, Percent Passing #100 sieve: 10 %
As Used Gradation, Percent Passing #200 sieve: 6.7 %
R value: 72
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/22/2019 ✔