Summary for Test 2025-02-27-23-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 994443 DEA: 053307C4 EFIS: 0514000028 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-41,46-44.5/45.3,54.0/57.8 |
| Award Date | 02/27/2023 |
| Closeout Date | Not set |
| Work Description | Wye Segment - Route 41/46 Separation |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 12/16/2022) |
Sample Information
| Sample Taken Date | 02/27/2025 | Sample Unique Key | 23 |
|---|---|---|---|
| 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 | 02/27/2025 |
| Sample type | Dispute Resolution | A brief description of the sample | 2x HMA boxes, 1A core |
| The quantity of what the sample constitutes | 39AC34GGASA L4 SL1A 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 | 250227-L4SL1A |
| 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 4 |
| Sublot number | 1 | HMA Mix Number | 39AC34GGASA |
| 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: 2025-02-27-23
DIME Test ID: 2025-02-27-23-3
Testing Lab: CT D01 - District 1 Materials 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: 2025-03-24
Test Results
Number of tests: 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: 03/24/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7403.4 grams
Mass of oven-dry sample in air for Sample 1: 2515.8 grams
Mass of container filled with the sample and water for Sample 1: 8850 grams
Mass of container filled with water: 7403.4 grams
Mass of oven-dry sample in air for Sample 2: 2531.5 grams
Mass of container filled with the sample and water for Sample 2: 8858.4 grams
Temperature of Water: 76 °F
Specific Gravity for Sample 1: 2.353
Specific Gravity for Sample 2: 2.352
Average Specific Gravity: 2.353
Theoretical maximum density at 25°C (77°F): 146.5 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/24/2025 ✔