Summary for Test 2026-05-06-68-1
Test performed: AASHTO T209-25Project Information
| Project Identifiers | Project ID: 1001197 DEA: 07319604 EFIS: 0716000025 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-1,101-21.3/21.9,R34.9/R36.1 |
| Award Date | 09/16/2025 |
| Closeout Date | Not set |
| Work Description | REMOVE AND CONSTRUCT BRIDGE. |
| Location Description | VENTURA COUNTY ON ROUTE 1 FROM 1.8 MILES NORTH OF ROUTE 1/33 SEPARATION TO 2.0 MILES SOUTH OF A LEASE CANYON ROAD AND ON ROUTE 101 FROM 0.4 MILE NORTH OF DULAH ROAD UNDERCROSSING TO SAN MIGUELITO ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/01/2025) |
Sample Information
| Sample Taken Date | 05/06/2026 | Sample Unique Key | 68 |
|---|---|---|---|
| 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 | 05/14/2026 |
| 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 | Chris | Last name of sampler or witnessed by | Hurtado |
| Title of sampler | Vulcan QC | Telephone number of sampler | |
| Laboratory sample identification | 26-133 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials Saticoy | Transportation Laboratory (TL) Number | 019607 |
| 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 | 220200 SAT VLO | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-05-06-68
DIME Test ID: 2026-05-06-68-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2026-05-26
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: 05/15/2026
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7350.1 grams
Mass of oven-dry sample in air for Sample 1: 2531.8 grams
Mass of container filled with the sample and water for Sample 1: 8871.9 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.507
Theoretical maximum density at 25°C (77°F): 156.0 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/26/2026 ✔