Summary for Test 2024-08-19-73-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1000061 DEA: 051Q4804 EFIS: 0523000036 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-1-R5.0/8.9 |
| Award Date | 04/10/2024 |
| Closeout Date | 04/02/2025 |
| Work Description | RHMA OVERLAY, STRIPING AND MODIFY TRAFFIC STATIONS. |
| Location Description | SANTA CRUZ COUNTY FROM 0.9 MILE NORTH OF BUENA VISTA DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF RIO DEL MAR OVERCROSSING |
| QA Service Level | 1 (Verified on 02/05/2024) |
Sample Information
| Sample Taken Date | 08/19/2024 | Sample Unique Key | 73 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/03/2024 | Sample type | Dispute Resolution |
| A brief description of the sample | 1/2" RHMA-G | The quantity of what the sample constitutes | 8 boxes, four bags, four quart cans |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Wesley |
| Last name of sampler or witnessed by | Rider | Title of sampler | TET |
| Telephone number of sampler | 813-818-0254 | Laboratory sample identification | 024-062 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Graniterock Aromas Batch plant | |
| 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| 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: 2024-08-19-73
DIME Test ID: 2024-08-19-73-1
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2024-09-05
Test Results
Number of tests: 2
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Water
Input Type: Measured
Tester's full name: James Brewster
Date of test: 09/04/2024
Method Performed: Mechanical Agitation - Method A
Mass of oven-dry sample in air for Sample 1: 1600.6 grams
Mass of sample in water for Sample 1: 964.5 grams
Mass of oven-dry sample in air for Sample 2: 1610.7 grams
Mass of sample in water for Sample 2: 968 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.516
Specific Gravity for Sample 2: 2.506
Average Specific Gravity: 2.511
Theoretical maximum density at 25°C (77°F): 156.3 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/5/2024 ✔