Summary for Test 2022-03-07-18-2
Test performed: AASHTO T209-12Project 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 | 03/07/2022 | Sample Unique Key | 18 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/07/2022 | Sample type | Verification |
| A brief description of the sample | 1/2" HMA WMA PG 64-10 with 25% RAP | The quantity of what the sample constitutes | 24 boxes |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Erika |
| Last name of sampler or witnessed by | Gonzalez | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | 022-007 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Pleasanton | |
| 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 | |
| Sublot number | HMA Mix Number | Not set | |
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-03-07-18
DIME Test ID: 2022-03-07-18-2
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2022-04-12
Test Results
Number of tests: 2
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Water
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 04/12/2022
Method Performed: Mechanical Agitation - Method A
Mass of oven-dry sample in air for Sample 1: 1706.6 grams
Mass of sample in water for Sample 1: 1026 grams
Mass of oven-dry sample in air for Sample 2: 1607 grams
Mass of sample in water for Sample 2: 964.9 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.507
Specific Gravity for Sample 2: 2.503
Average Specific Gravity: 2.505
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/12/2022 ✔