Summary for Test 2017-12-19-1-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 99999 DEA: 0322222 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| QA Service Level | (Verified on 04/05/2013) |
Sample Information
| Sample Taken Date | 12/19/2017 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 12/19/2017 |
| Sample type | Quality Control | A brief description of the sample | Aggregate gradation |
| The quantity of what the sample constitutes | TEST Quantity | From where was the sample collected | Other |
| First name of sampler or witnessed by | TEST First | Last name of sampler or witnessed by | TEST Last |
| Title of sampler | TEST Sampler | Telephone number of sampler | 6268566190 |
| Laboratory sample identification | Lab 326120 | Linked DIME Sample ID | TEST DIME ID |
| The fabricator/manufacturer/facility name | Reliance - Irwindale | Transportation Laboratory (TL) Number | TL 326120 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | TEST TL | 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) | 326120 Source ID |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | TEST Fab Name | The fabricator/manufacturer designation for the sample | TEST Fab Designation |
| The plant number | TEST Plant Number | A detailed description of where the material sample was collected | Aggregate |
| Where the material sample would have been placed if not sampled | TEST Material Sample | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | TEST Concrete ID | Lot number | Not set |
| Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2017-12-19-1
DIME Test ID: 2017-12-19-1-2
Testing Lab: CT HQ - QAM Sacramento Field Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2017-12-26
Test Results
Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Clinton Edmiston
Date of test: 12/19/2017
Weighted average percentage of fractured, coarse, 2 faced particles: 94 %
Weighted average percentage of fractured, coarse, 1 faced particles: 97 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/19/2017 ✔