Summary for Test 2023-11-13-116-6
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994609 DEA: 112N1194 EFIS: 1121000148 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-94-14.9/29.2 |
| Award Date | 05/18/2023 |
| Closeout Date | 05/06/2025 |
| Work Description | MICROSURFACING, RUMBLE STRIP, PAVEMENT MARKING, & SHOULDER BACKING. |
| Location Description | SAN DIEGO COUNTY NEAR JAMUL FROM JUNCTION ROUTE 54/94 TO 0.7 MILE EAST OF DULZURA CREEK |
| QA Service Level | 1 (Verified on 08/23/2023) |
Sample Information
| Sample Taken Date | 11/13/2023 | Sample Unique Key | 116 |
|---|---|---|---|
| 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 | 05/02/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA-A |
| The quantity of what the sample constitutes | 16 boxes | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Ben | Last name of sampler or witnessed by | Haney |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0225-PSU | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Otay | 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 | |
| Sublot number | HMA Mix Number | 320819 Otay Val | |
| 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: 2023-11-13-116
DIME Test ID: 2023-11-13-116-6
Testing Lab: CT D11 - District 11 Materials 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: 2024-05-21
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: Shawn Rivers
Date of test: 05/08/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7477.1 grams
Mass of oven-dry sample in air for Sample 1: 1546.3 grams
Mass of container filled with the sample and water for Sample 1: 8403.5 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.494
Theoretical maximum density at 25°C (77°F): 155.2 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): Target - 2.492
Test was verified on 5/21/2024 ✔