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 |
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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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 ✔