Summary for Test 2023-08-22-27-2
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994610 DEA: 112N1204 EFIS: 1121000149 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-8,15,67-VARIOUS |
| Award Date | 05/19/2023 |
| Closeout Date | 09/17/2024 |
| Work Description | MICRO-SURFACING, COLD PLANE, OVERLAY, STRIPING, & SHOULDER BACKING. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 07/18/2023) |
Sample Information
| Sample Taken Date | 08/22/2023 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 08/23/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA PSU |
| The quantity of what the sample constitutes | 12 boxes 3 bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jesse | Last name of sampler or witnessed by | Fuentes |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 9301-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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 220817 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
DIME Sample ID: 2023-08-22-27
DIME Test ID: 2023-08-22-27-2
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: 2023-09-01
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: Daniel Smith
Date of test: 08/28/2023
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: 2554.7 grams
Mass of container filled with the sample and water for Sample 1: 9017.0 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.517
Theoretical maximum density at 25°C (77°F): 156.7 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/1/2023 ✔
