Summary for Test 2023-10-29-1-2
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 993908 DEA: 11427104 EFIS: 1116000154 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-8-3.0/8.3 |
| Award Date | 04/12/2023 |
| Closeout Date | 09/26/2024 |
| Work Description | MODIFY SIGNAL & LIGHTING SYSTEMS & REPLACE MINOR CONCRETE CURB RAMP. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO AT VARIOUS LOCATIONS FROM MISSION CENTER ROAD OVERCROSSING TO COLLEGE AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 11/01/2022) |
Sample Information
| Sample Taken Date | 10/29/2023 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/30/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4" HMA | 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 | 10001-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
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DIME Sample ID: 2023-10-29-1
DIME Test ID: 2023-10-29-1-2
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: 2023-11-14
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: 10/31/2023
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: 2531.3 grams
Mass of container filled with the sample and water for Sample 1: 9010.9 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.538
Theoretical maximum density at 25°C (77°F): 158.0 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/14/2023 ✔