Summary for Test 2023-07-27-59-2
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994998 DEA: 061E5704 EFIS: 0622000070 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-145-26.1/34/1, 2.0/8.0 |
| Award Date | 04/18/2023 |
| Closeout Date | 02/26/2024 |
| Work Description | Cold plane asphalt concrete pavement and place RHMA. |
| Location Description | FOR CONSTRUCTION ON STATE HIGHWAY IN FRESNO COUNTY IN AND NEAR KERMAN FROM MANNING AVENUE TO 0.1 MILE SOUTH OF CALIFORNIA AVENUE AND IN THE CITY AND COUNTY OF MADERA FROM 0.1 MILE NORTH OF AVENUE 7 TO 0.1 MILE SOUTH OF AVENUE 13 |
| QA Service Level | 1 (Verified on 08/15/2023) |
Sample Information
| Sample Taken Date | 07/27/2023 | Sample Unique Key | 59 |
|---|---|---|---|
| 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 | 07/27/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2 RHMA |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Arthur | Last name of sampler or witnessed by | Mills |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Colinga | 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 | 2 |
| Sublot number | 7 | HMA Mix Number | 22J027 |
| 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: 2023-07-27-59
DIME Test ID: 2023-07-27-59-2
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2023-08-02
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: Allen Oliver
Date of test: 07/27/2023
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7330.5 grams
Mass of oven-dry sample in air for Sample 1: 1749.0 grams
Mass of container filled with the sample and water for Sample 1: 8321.7 grams
Temperature of Water: 0 °F
Specific Gravity for Sample 1: 2.308
Theoretical maximum density at 25°C (77°F): 143.7 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/2/2023 ✔