Summary for Test 2016-07-08-20-4
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 208714 DEA: 08043514 EFIS: 0800000010 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-58-R22.2/R31.1 |
| Award Date | 12/30/2014 |
| Closeout Date | 08/29/2018 |
| Work Description | REALIGN AND WIDEN 2 TO 4 LANES EXPRESSWAY |
| Location Description | HINKLEY ROAD FROM 2.4 MILES WEST OF HIDDEN RIVER ROAD TO? 0.7 MILE EAST OF LENWOOD ROAD. |
| QA Service Level | 1 (Verified on 03/22/2013) |
Sample Information
| Sample Taken Date | 07/08/2016 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/08/2016 | Sample type | Department Acceptance |
| A brief description of the sample | Class 2 Aggregate Base | The quantity of what the sample constitutes | Unknown |
| 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 | 6281B |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Robertsons Barstow |
| Transportation Laboratory (TL) Number | Unknown | 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 | Sta 92 00 Pioneer Blvd |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | Lot number | Not set | |
| Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2016-07-08-20
DIME Test ID: 2016-07-08-20-4
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: 2019-08-22
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Md Shahjahan
Date of test: 07/18/2016
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: 88 %
As Received Gradation, Percent Passing 3/8 in. sieve: 77 %
As Received Gradation, Percent Passing #4 sieve: 50 %
As Received Gradation, Percent Passing #8 sieve: 33 %
As Received Gradation, Percent Passing #16 sieve: 22 %
As Received Gradation, Percent Passing #30 sieve: 14 %
As Received Gradation, Percent Passing #50 sieve: 8 %
As Received Gradation, Percent Passing #100 sieve: 5 %
As Received Gradation, Percent Passing #200 sieve: 4 %
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: 89 %
As Used Gradation, Percent Passing 3/8 in. sieve: 78 %
As Used Gradation, Percent Passing #4 sieve: 51 %
As Used Gradation, Percent Passing #8 sieve: 34 %
As Used Gradation, Percent Passing #16 sieve: 22 %
As Used Gradation, Percent Passing #30 sieve: 14 %
As Used Gradation, Percent Passing #50 sieve: 8 %
As Used Gradation, Percent Passing #100 sieve: 5 %
As Used Gradation, Percent Passing #200 sieve: 4 %
R value: 78
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/22/2019 ✔