Summary for Test 2023-07-19-5-2
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 214892 DEA: 06442554 EFIS: 0612000176 COOP: 061699 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-46-29.7/31.9 |
| Award Date | 01/08/2021 |
| Closeout Date | Not set |
| Work Description | CONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE. |
| Location Description | KERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD |
| QA Service Level | 1 (Verified on 06/17/2020) |
Sample Information
| Sample Taken Date | 07/19/2023 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 07/19/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 RHMA |
| The quantity of what the sample constitutes | L3SL2 PSE- 30 boxes of RHMA | From where was the sample collected | Source |
| First name of sampler or witnessed by | James | Last name of sampler or witnessed by | Watson |
| Title of sampler | Materials Tester | Telephone number of sampler | 6615498281 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Solari | 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 | 3/4 inch | Lot number | 3 |
| Sublot number | 2 | HMA Mix Number | |
| 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: 2023-07-19-5
DIME Test ID: 2023-07-19-5-2
Testing Lab: CT D06 - Bakersfield Field 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: 2023-07-19
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: James Watson
Date of test: 07/19/2023
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7328.4 grams
Mass of oven-dry sample in air for Sample 1: 2667 grams
Mass of container filled with the sample and water for Sample 1: 8904.6 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.445
Theoretical maximum density at 25°C (77°F): 2437.9 kg/m^3
General comments (publicly viewable) (Max 1000 characters): L3SL2 ---PSE
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-442554_37048_230719_L3SL02_T209 | 39.83 KB | 07/19/2023 | 2023-07-19-5-2 | Info |
Test was verified on 7/19/2023 ✔