Summary for Test 2014-08-07-3-4
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 3951 DEA: 07202114 EFIS: 0700020869 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-710-17.2/26.4 |
| Award Date | 04/04/2012 |
| Closeout Date | 06/16/2021 |
| Work Description | PAVE ROADWAY WITH LONG LIFE PAVEMENT AND WIDEN ROADWAY AND BRIDGES |
| Location Description | LOS ANGELES COUNTY ON ROUTE 710 AT VARIOUS LOCATIONS FROM LOS ANGELES RIVER BRIDGE TO RAMONA BOULEVARD UNDERCROSSING |
| QA Service Level | 1 (Verified on 11/27/2012) |
Sample Information
| Sample Taken Date | 08/07/2014 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 08/08/2014 |
| Sample type | Acceptance | A brief description of the sample | Class 3 Aggregate Base |
| The quantity of what the sample constitutes | 2 Bags | From where was the sample collected | Other |
| First name of sampler or witnessed by | Christian | Last name of sampler or witnessed by | Cruz |
| Title of sampler | Material Tester | Telephone number of sampler | |
| Laboratory sample identification | 4230B | Linked DIME Sample ID | Not set |
| The fabricator/manufacturer/facility name | Sta 1231 85 I 710 | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA or name of Pit) | Atlantic Blvd Contractors Yard |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Sta 1136 25 I 710 | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | ||
| 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: 2014-08-07-3
DIME Test ID: 2014-08-07-3-4
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: 2015-02-20
Test Results
How will the R value be determined?: By expansion pressure
Input Type: Calculated
Tester's full name: Vincent Onoh
Date of test: 08/21/2014
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: 93 %
As Received Gradation, Percent Passing 1/2 in. sieve: 77 %
As Received Gradation, Percent Passing 3/8 in. sieve: 69 %
As Received Gradation, Percent Passing #4 sieve: 53 %
As Received Gradation, Percent Passing #8 sieve: 41 %
As Received Gradation, Percent Passing #16 sieve: 33 %
As Received Gradation, Percent Passing #30 sieve: 27 %
As Received Gradation, Percent Passing #50 sieve: 20 %
As Received Gradation, Percent Passing #100 sieve: 14 %
As Received Gradation, Percent Passing #200 sieve: 10.6 %
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: 83 %
As Used Gradation, Percent Passing 3/8 in. sieve: 74 %
As Used Gradation, Percent Passing #4 sieve: 57 %
As Used Gradation, Percent Passing #8 sieve: 44 %
As Used Gradation, Percent Passing #16 sieve: 36 %
As Used Gradation, Percent Passing #30 sieve: 29 %
As Used Gradation, Percent Passing #50 sieve: 22 %
As Used Gradation, Percent Passing #100 sieve: 15 %
As Used Gradation, Percent Passing #200 sieve: 11.4 %
R value: 81
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/20/2015 ✔