Summary for Test 1900-04-25-4-4
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 213579 DEA: 051C2504 EFIS: 0512000107 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-68-1.6/L4.1 |
| Award Date | 02/19/2019 |
| Closeout Date | 08/23/2021 |
| Work Description | SHOULDER WIDENING, RUMBLE STRIPS, STRIPING, AND UPGRADE GUARDRAIL. |
| Location Description | MONTEREY COUNTY IN AND NEAR MONTEREY AT VARIOUS LOCATIONS FROM 0.1 MILE EAST OF PIEDMONT AVENUE TO 0.1 MILE EAST OF SCENIC DRIVE OVERCROSSING |
| QA Service Level | 1 (Verified on 09/06/2019) |
Sample Information
| Sample Taken Date | 04/25/1900 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 04/25/2025 |
| Sample type | Quality Assurance | A brief description of the sample | PSU samples |
| The quantity of what the sample constitutes | 750 tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Gingras |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Daniel Gingras HMA Inc. | 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 | 1 |
| Sublot number | 1 | HMA Mix Number | 1234567890 |
| 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: 1900-04-25-4
DIME Test ID: 1900-04-25-4-4
Testing Lab: CT D05 - San Luis Obispo District 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: 2025-04-25
Test Results
Number of tests: 2
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 04/25/2025
Specific Gravity for Sample 1: 2.7
Specific Gravity for Sample 2: 2.694
Average Specific Gravity: 2.697
Theoretical maximum density at 25°C (77°F): 200.1 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): It should calculate lb/ft^3 for you, not let you type in a wrong value?
Test was verified on 4/25/2025 ✔