Summary for Test 2020-01-27-26-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 213596 DEA: 051C8904 EFIS: 0513000009 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-101-87.3/R91.5 |
| Award Date | 12/13/2018 |
| Closeout Date | 08/23/2023 |
| Work Description | PRECAST CONC PVMT, CRACK AND SEAT PAVEMENT AND RECONSTRUCT RAMPS. |
| Location Description | MONTEREY COUNTY IN SALINAS FROM EAST MARKET STREET UNDERCROSSING TO 0.3 MILE SOUTH OF ESPINOSA ROAD |
| QA Service Level | 1 (Verified on 01/04/2019) |
Sample Information
| Sample Taken Date | 01/27/2020 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 02/12/2020 |
| Sample type | Verification | A brief description of the sample | 12 boxes of HMA-A |
| The quantity of what the sample constitutes | JMF Renewal | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Romiza |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 20-J-002 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Graniterock Aromas Drum 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 | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | Unknown |
| Sublot number | Unknown | 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: 2020-01-27-26
DIME Test ID: 2020-01-27-26-1
Testing Lab: CT D05 - San Luis Obispo District 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: 2020-03-02
Test Results
Number of tests: 2
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: E. Atkins
Date of test: 02/24/2020
Method Performed: no data
Mass of container filled with water: 7403 grams
Mass of oven-dry sample in air for Sample 1: 1666 grams
Mass of container filled with the sample and water for Sample 1: 8417 grams
Mass of container filled with water: 7403 grams
Mass of oven-dry sample in air for Sample 2: 1818 grams
Mass of container filled with the sample and water for Sample 2: 8510 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.553
Specific Gravity for Sample 2: 2.553
Average Specific Gravity: 2.553
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/2/2020 ✔