Summary for Test 2023-03-27-58-5
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 993301 DEA: 060U2804 EFIS: 0615000293 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-245-1.4,4.2 |
| Award Date | 01/03/2022 |
| Closeout Date | Not set |
| Work Description | PRECAST PRESTRESSED CONCRETE BOX GIRDER AND SLAB, BRIDGE REMOVAL. |
| Location Description | TULARE COUNTY NEAR WOODLAKE AT YOKOHL CREEK BRIDGE AND AT KAWEAH RIVER BRIDGE |
| QA Service Level | 1 (Verified on 10/11/2021) |
Sample Information
| Sample Taken Date | 03/27/2023 | Sample Unique Key | 58 |
|---|---|---|---|
| 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 | 03/27/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA-A |
| The quantity of what the sample constitutes | 326 Tons | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Doug | Last name of sampler or witnessed by | Ruff |
| Title of sampler | Consultant Tester | Telephone number of sampler | 5594670032 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Conveyor Belt | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Tul 245 Kaweah Bridge , WoodLake |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Unknown |
|---|---|---|---|
| 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 | Conveyor Belt | |
| 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 | 1 | |
| Sublot number | 6 | Aggregate Mix Number | 22J026 |
Test Details
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DIME Sample ID: 2023-03-27-58
DIME Test ID: 2023-03-27-58-5
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2023-05-15
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 03/27/2023
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7317.7 grams
Mass of oven-dry sample in air for Sample 1: 2587 grams
Mass of container filled with the sample and water for Sample 1: 8928 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.649
Theoretical maximum density at 25°C (77°F): 2641.3 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0U2804_37043_230327_SA_L1SL6_T209 | 100.26 KB | 05/15/2023 | 2023-03-27-58-5 | Info |
Test was verified on 5/15/2023 ✔