Summary for Test 2024-12-13-41-2
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 212246 DEA: 053307A4 EFIS: 0514000027 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-46-49.7/54.6 |
| Award Date | 02/16/2022 |
| Closeout Date | 09/02/2025 |
| Work Description | Cholame Segment |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/30/2019) |
Sample Information
| Sample Taken Date | 12/13/2024 | Sample Unique Key | 41 |
|---|---|---|---|
| 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 | 01/15/2025 |
| Sample type | Dispute Resolution | A brief description of the sample | 1/2 HMA boxes, core B |
| The quantity of what the sample constitutes | L223535A L4 SL6 - 250 tons | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Carlos | Last name of sampler or witnessed by | Manzo |
| Title of sampler | SPM QC | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Sierra Pacific Materials - Avenal | Transportation Laboratory (TL) Number | 241213 L4 SL3 |
| 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 | 4 |
| Sublot number | 3 | HMA Mix Number | L223535A |
| 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: 2024-12-13-41
DIME Test ID: 2024-12-13-41-2
Testing Lab: CT D01 - District 1 Materials 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: 2025-01-17
Test Results
Number of Samples: 2
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Jayce Brown
Date of test: 01/17/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7381.5 grams
Mass of oven-dry sample in air for Sample 1: 2588.0 grams
Mass of container filled with the sample and water for Sample 1: 8897.5 grams
Mass of container filled with water 2: 7381.5 grams
Mass of oven-dry sample in air for Sample 2: 2586.6 grams
Mass of container filled with the sample and water for Sample 2: 8900.1 grams
Temperature of Water: 24.7 °F
Specific Gravity for Sample 1: 2.414
Specific Gravity for Sample 2: 2.422
Average Specific Gravity: 2.418
Theoretical maximum density at 25°C (77°F): 150.5 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/17/2025 ✔