Summary for Test 2023-06-19-26-6
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 | 06/19/2023 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 06/26/2023 |
| Sample type | Verification | A brief description of the sample | 3/4" Aggregate |
| The quantity of what the sample constitutes | 6 Bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Erik | Last name of sampler or witnessed by | Svensson |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | 23-JMFPP-0127 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Vernalis | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-39-0002 |
|---|---|---|---|
| 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 | HMA 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 |
Test Details
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DIME Sample ID: 2023-06-19-26
DIME Test ID: 2023-06-19-26-6
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: 2023-07-05
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 07/03/2023
Mass of fractured, coarse, 2 faced particles tested: 1785.4 g
Mass of questionable, coarse, 2 faced particles tested: 10.4 g
Mass of unfractured, coarse, 2 faced particles tested: 0 g
Mass of fractured, coarse, 1 faced particles tested: 1785.4 g
Mass of questionable, coarse, 1 faced particles tested: 21.6 g
Mass of unfractured, coarse, 1 faced particles tested: 0 g
Mass of fractured, fine, 1 faced particles tested: 28.7 g
Mass of questionable, fine, 1 faced particles tested: 0.28 g
Mass of unfractured, fine, 1 faced particles tested: 0.16 g
Percentage of questionable, coarse, 2 faced particles tested: 1 %
Percentage of questionable, coarse, 1 faced particles tested: 1 %
Percentage of questionable, fine, 1 faced particles tested: 1 %
Percentage of fractured, coarse, 2 faced particles tested: 100 %
Percentage of fractured, coarse, 1 faced particles tested: 99 %
Percentage of fractured, fine, 1 faced particles tested: 99 %
General comments (publicly viewable) (Max 1000 characters): Crushed particles, coarse aggregate One fractured face and Crushed particles, coarse aggregate Two fractured faces - Method 1 Crushed particles, fine aggregate (Passing No. 4 sieve and retained on No. 8 sieve) One fractured face - Method 2
Test was verified on 7/5/2023 ✔