Summary for Test 2022-09-28-27-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-99-10.4/21.2 |
| Award Date | 12/08/2020 |
| Closeout Date | 11/03/2025 |
| Work Description | CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT. |
| Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING |
| QA Service Level | 1 (Verified on 09/14/2020) |
Sample Information
| Sample Taken Date | 09/28/2022 | Sample Unique Key | 27 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/04/2022 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4 HMA-A w/15% RAP | The quantity of what the sample constitutes | 3 Boxes |
| From where was the sample collected | Source | First name of sampler or witnessed by | P |
| Last name of sampler or witnessed by | Klinker | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | 022-083 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Griffith Edmonston | |
| Transportation Laboratory (TL) Number | C773844 | 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 | 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: 2022-09-28-27
DIME Test ID: 2022-09-28-27-1
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: 2022-10-14
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: 10/13/2022
Method Performed: Mechanical Agitation - Method A
Mass of oven-dry sample in air for Sample 1: 2625.3 grams
Mass of sample in water for Sample 1: 1616.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.603
Theoretical maximum density at 25°C (77°F): 162.0 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/14/2022 ✔