Summary for Test 2019-04-01-26-1
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | DEA: No Project |
|---|---|
| DIST-CO-RTE-PM | --- |
| Award Date | Not set |
| Closeout Date | 11/01/2022 |
| Work Description | Special project identifier for material not associated with a project |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 04/01/2019 | Sample Unique Key | 26 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/01/2019 | Sample type | Quality Control |
| A brief description of the sample | 3/4-inch Type A Aggregate (Untreated Virgin) | The quantity of what the sample constitutes | Mix Design |
| From where was the sample collected | Source | First name of sampler or witnessed by | CGI |
| Last name of sampler or witnessed by | CGI | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Shaw Pit Facility | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-25-0008::SHAW PIT |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | 19-1278.105A |
| The plant number | Unknown | A detailed description of where the material sample was collected | Lab-Batched from Sized Untreated Aggregate Stockpiles |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | 19-04-S1a | Lot number | 0 |
| Sublot number | 0 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-04-01-26
DIME Test ID: 2019-04-01-26-1
Testing Lab: CT D02 - Redding Northern Regional 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: 2019-05-08
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: CGI
Date of test: 04/01/2019
Weighted average percentage of fractured, coarse, 2 faced particles: 100 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/8/2019 ✔