Summary for Test 2022-09-06-53-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 215348 DEA: 060U4204 EFIS: 0616000004 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-99-R4.9/11.6 |
| Award Date | 02/25/2021 |
| Closeout Date | 12/02/2025 |
| Work Description | CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION. |
| Location Description | FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/07/2020) |
Sample Information
| Sample Taken Date | 09/06/2022 | Sample Unique Key | 53 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/15/2022 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4 HMA-SP Type A | The quantity of what the sample constitutes | 3 Boxes |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | N |
| Last name of sampler or witnessed by | Lough | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | 022-059 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Ashlan | |
| Transportation Laboratory (TL) Number | C732434 | 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 | 9 |
| Sublot number | 2 | HMA Mix Number | Not set |
| 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: 2022-09-06-53
DIME Test ID: 2022-09-06-53-1
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: 2022-09-30
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Water
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 09/29/2022
Method Performed: Mechanical Agitation - Method A
Mass of oven-dry sample in air for Sample 1: 2622.1 grams
Mass of sample in water for Sample 1: 1617.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.611
Theoretical maximum density at 25°C (77°F): 162.5 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/30/2022 ✔