Summary for Test 2025-05-15-91-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 1000784 DEA: 07356504 EFIS: 0719000023 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-126-R14.6/R34.5 |
| Award Date | 01/23/2025 |
| Closeout Date | Not set |
| Work Description | INSTALL DPP INFILTRATION AREA AND HOT MIX ASPHALT. |
| Location Description | VENTURA COUNTY IN AND NEAR FILLMORE AT VARIOUS LOCATIONS FROM HALLOCK DRIVE TO 0.1 MILE WEST OF THE LOS ANGELES COUNTY LINE |
| QA Service Level | 1 (Verified on 11/11/2024) |
Sample Information
| Sample Taken Date | 05/15/2025 | Sample Unique Key | 91 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/05/2025 | Sample type | Acceptance |
| A brief description of the sample | 3/4" HMA-A | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Avo |
| Last name of sampler or witnessed by | Karajian | Title of sampler | MREA |
| Telephone number of sampler | Laboratory sample identification | 25-207 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Santa Paula | |
| Transportation Laboratory (TL) Number | 051525A | 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 | 14342 | |
| Binder content (%) | 4.6 | Virgin binder PG | PG58-16 |
| Design binder PG | PG58-16 | Binder Supplier | San Juaquin Refinery |
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-05-15-91
DIME Test ID: 2025-05-15-91-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
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: 2025-08-19
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Daniel Gomez
Date of test: 06/05/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7353.3 grams
Mass of oven-dry sample in air for Sample 1: 2543.8 grams
Mass of container filled with the sample and water for Sample 1: 8873.9 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.486
Theoretical maximum density at 25°C (77°F): 154.7 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/19/2025 ✔