Summary for Test 2016-07-22-15-4
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 210829 DEA: 07302904 EFIS: 0713000478 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-C43.9/C46.4 |
| Award Date | 01/13/2016 |
| Closeout Date | 06/25/2019 |
| Work Description | REPLACE CONCRETE SLABS/PAVEMENT. |
| Location Description | IN LA, RT 5 TRUCK LANES CNTY LN ROAD OVERHEAD TO 0.2 MILE SOUTH OF WELDON CANYON OVERCROSSING |
| QA Service Level | 1 (Verified on 12/16/2015) |
Sample Information
| Sample Taken Date | 07/22/2016 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/01/2016 | Sample type | Department Acceptance |
| A brief description of the sample | Three quarter inch Max Class Three Aggregate 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 | Sonny |
| Last name of sampler or witnessed by | Nogoy | Title of sampler | TE |
| Telephone number of sampler | Unknown | Laboratory sample identification | 6301B |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Unknown |
| Transportation Laboratory (TL) Number | C 923506 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | 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 | Roadway |
| 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
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DIME Sample ID: 2016-07-22-15
DIME Test ID: 2016-07-22-15-4
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: 2019-06-06
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Md Shahjahan
Date of test: 08/11/2016
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: 95 %
As Received Gradation, Percent Passing 1/2 in. sieve: 83 %
As Received Gradation, Percent Passing 3/8 in. sieve: 75 %
As Received Gradation, Percent Passing #4 sieve: 58 %
As Received Gradation, Percent Passing #8 sieve: 46 %
As Received Gradation, Percent Passing #16 sieve: 35 %
As Received Gradation, Percent Passing #30 sieve: 27 %
As Received Gradation, Percent Passing #50 sieve: 19 %
As Received Gradation, Percent Passing #100 sieve: 12 %
As Received Gradation, Percent Passing #200 sieve: 8 %
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: 87 %
As Used Gradation, Percent Passing 3/8 in. sieve: 79 %
As Used Gradation, Percent Passing #4 sieve: 61 %
As Used Gradation, Percent Passing #8 sieve: 48 %
As Used Gradation, Percent Passing #16 sieve: 37 %
As Used Gradation, Percent Passing #30 sieve: 28 %
As Used Gradation, Percent Passing #50 sieve: 20 %
As Used Gradation, Percent Passing #100 sieve: 13 %
As Used Gradation, Percent Passing #200 sieve: 8 %
R value: 84
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/30/2019 ✔