Summary for Test 2022-10-02-8-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 215374 DEA: 060X2704 EFIS: 0618000048 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-5-37.2/48.8 |
| Award Date | 05/11/2022 |
| Closeout Date | 05/09/2025 |
| Work Description | PAVEMENT REHABILITATION |
| Location Description | FROM 1.9 MILES NORTH OF THREE ROCKS ROAD UC TO 0.2 MILES SOUTH OF PANOCHE ROAD OC |
| QA Service Level | 1 (Verified on 12/16/2020) |
Sample Information
| Sample Taken Date | 10/02/2022 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 10/05/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2 RHMA-G |
| The quantity of what the sample constitutes | 3 Boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Brad | Last name of sampler or witnessed by | Latham |
| Title of sampler | Consltant | Telephone number of sampler | |
| Laboratory sample identification | 022-077 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Coalinga HMA Plant | Transportation Laboratory (TL) Number | C026896 |
| 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 | 10 |
| Sublot number | 3 | 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: 2022-10-02-8
DIME Test ID: 2022-10-02-8-1
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: Air
Input Type: Measured
Tester's full name: T Silva
Date of test: 09/25/2022
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7325.6 grams
Mass of oven-dry sample in air for Sample 1: 1528.6 grams
Mass of container filled with the sample and water for Sample 1: 8209 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.369
Theoretical maximum density at 25°C (77°F): 147.5 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): Test performed by D6
Test was verified on 10/14/2022 ✔