Summary for Test 2025-09-07-31-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 994310 DEA: 034F6504 EFIS: 0314000233 |
|---|---|
| DIST-CO-RTE-PM | 03-YOL-50,80-0.0/2.5,4.1/R11.4 |
| Award Date | 04/07/2023 |
| Closeout Date | Not set |
| Work Description | CRCP, HMA (TYPE A), RDWY EXC, CLASS 2 AB, FIBER OPTIC CABLE SYSTEMS. |
| Location Description | YOLO COUNTY IN AND NEAR WEST SACRAMENTO ON ROUTE 80 FROM 1.7 MILES EAST OF MACE BOULEVARD OVERCROSSING TO SACRAMENTO RIVER BRIDGE AND OVERHEAD (BRYTE BEND) AND ON ROUTE 50 FROM ROUTE 80 JUNCTION TO JEFFERSON BOULEVARD UNDERCROSSING |
| QA Service Level | 1 (Verified on 10/04/2022) |
Sample Information
| Sample Taken Date | 09/07/2025 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 09/30/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA w/ 25% RAP |
| The quantity of what the sample constitutes | 2 Boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Emilo | Last name of sampler or witnessed by | Chavez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Daily 25-199 | Linked DIME Sample ID | 2025-09-07-28 |
| The fabricator/manufacturer/facility name | Teichert Perkins | 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 | 3/4 inch | Lot number | 11 |
| Sublot number | 6 | HMA Mix Number | 32140132416P |
| Binder content (%) | 4.8 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | PNW |
| RAP content (%) | 25 | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-09-07-31
DIME Test ID: 2025-09-07-31-1
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2025-10-10
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: Joshua Wilson
Date of test: 10/09/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7342.7 grams
Mass of oven-dry sample in air for Sample 1: 2624.2 grams
Mass of container filled with the sample and water for Sample 1: 8932.4 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.537
Theoretical maximum density at 25°C (77°F): 2529.6 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/10/2025 ✔