Summary for Test 2024-06-03-40-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994673 DEA: 033F0704 EFIS: 0312000054 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-51-2.0/3.5 |
| Award Date | 08/17/2023 |
| Closeout Date | Not set |
| Work Description | American River Bridge Rehabilitation |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/15/2023) |
Sample Information
| Sample Taken Date | 06/03/2024 | Sample Unique Key | 40 |
|---|---|---|---|
| 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 | 06/04/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 2 Boxes of WMA |
| The quantity of what the sample constitutes | 3/4" WMA w/25%RAP | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Ramon | Last name of sampler or witnessed by | Lope |
| Title of sampler | Plant OC | Telephone number of sampler | |
| Laboratory sample identification | Daily 24-028 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Bradshaw | Transportation Laboratory (TL) Number | 849929 |
| 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 | 3/4 inch | Lot number | |
| Sublot number | 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: 2024-06-03-40
DIME Test ID: 2024-06-03-40-1
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2024-06-05
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 06/05/2024
Specific Gravity for Sample 1: 2.576
Theoretical maximum density at 25°C (77°F): 3 kg/m^3
General comments (publicly viewable) (Max 1000 characters): JMF24-008
Test was verified on 6/5/2024 ✔