Summary for Test 2019-01-04-63-1
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 01/04/2019 | Sample Unique Key | 63 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/04/2019 | Sample type | Quality Control |
| A brief description of the sample | 3/4 HMA Type A | The quantity of what the sample constitutes | JMF |
| From where was the sample collected | Source | First name of sampler or witnessed by | Carlos |
| Last name of sampler or witnessed by | Manzo | Title of sampler | QC Technician |
| Telephone number of sampler | 805-440-7390 | Laboratory sample identification | TEM34SPLA |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | SPM-Avenal | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| 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) | 91-10-0006::AVENAL AGGREGATES |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | JMF virgin aggreate | |
| The plant number | 1 | A detailed description of where the material sample was collected | Stockpile @ Plant |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-01-04-63
DIME Test ID: 2019-01-04-63-1
Testing Lab: CT HQ - Sacramento Aggregate Testing 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: 2019-04-19
Test Results
Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 Faced
Input Type: Calculated
Tester's full name: Gurpartap Grewal
Date of test: 01/04/2019
Weighted average percentage of fractured, coarse, 1 faced particles: 99 %
General comments (publicly viewable) (Max 1000 characters): Aggregate Quality T-335
Test was verified on 4/12/2019 ✔