Summary for Test 2019-09-27-26-6
Test performed: AASHTO T304-11Project 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 | 09/27/2019 | Sample Unique Key | 26 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | Not set |
| Sample type | Quality Control | A brief description of the sample | 1/2 inch HMA-SP WMA PG 64-16 |
| The quantity of what the sample constitutes | 1 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Marina | Last name of sampler or witnessed by | Kamel |
| Title of sampler | Telephone number of sampler | 707-259-5708 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | SYAR Lake Herman Drum | 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 or name of Pit) | 91-48-0002::LAKE HERMAN QUARRY |
|---|---|---|---|
| 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 | Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-09-27-26
DIME Test ID: 2019-09-27-26-6
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Test Release Date: 2019-10-29
Test Results
What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Marina Kamel
Date of test: 09/27/2019
Bulk dry specific gravity: 2.625
Average uncompacted voids: 45.8 %
General comments (publicly viewable) (Max 1000 characters): Fine aggregate angularity T304
Test was verified on 10/29/2019 ✔