Summary for Test 2024-10-14-26-2
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 995005 DEA: 060X7004 EFIS: 0619000009 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-63-5.8/L8.0 |
| Award Date | 09/21/2023 |
| Closeout Date | Not set |
| Work Description | COLD PLANE PAVEMENT, PLACE RHMA-G, MODIFY LIGHTING AND SIGNAL SYSTEM. |
| Location Description | TULARE COUNTY IN VISALIA FROM 0.2 MILE SOUTH OF CALDWELL AVENUE TO ROUTE 63/198 SEPARATION |
| QA Service Level | 1 (Verified on 07/27/2023) |
Sample Information
| Sample Taken Date | 10/14/2024 | 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 | 10/15/2024 |
| Sample type | Quality Assurance | A brief description of the sample | HMA Type A |
| The quantity of what the sample constitutes | 10 Boxes 2 Bags 4 Cans | From where was the sample collected | Source |
| First name of sampler or witnessed by | Chris | Last name of sampler or witnessed by | Elias |
| Title of sampler | QA Consultant | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Deer Creek Rock and Aspahlt | 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 | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 1 |
| Sublot number | 17 | HMA Mix Number | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2024-10-14-26
DIME Test ID: 2024-10-14-26-2
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2024-10-15
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 10/15/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7318.7 grams
Mass of oven-dry sample in air for Sample 1: 1537.1 grams
Mass of container filled with the sample and water for Sample 1: 8282.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.682
Theoretical maximum density at 25°C (77°F): 2674.2 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/15/2024 ✔