Summary for Test 2024-06-07-29-4
Test performed: AASHTO T209-22
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Project Information
| Project Identifiers | Project ID: 994946 DEA: 081M5804 EFIS: 0821000143 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10,15,74-var |
| Award Date | 08/24/2023 |
| Closeout Date | 11/04/2024 |
| Work Description | FURNISH POLYESTER CONC OVERLAY, PLACE POLYESTER CONC OVERLAY AND HMA. |
| Location Description | RIVERSIDE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 08/15/2023) |
Sample Information
| Sample Taken Date | 06/07/2024 | Sample Unique Key | 29 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/10/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 3/4 HMA A | The quantity of what the sample constitutes | 24 boxes of HMA, 2 Bags of cold feed, 1 QT of LAS, 2 QTS of Binder PG58-16, 1 bag of RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Joseph / Hector QC-MM |
| Last name of sampler or witnessed by | NA | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0285A-24 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Martin Marietta | |
| 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 | 53417105 | |
| 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: 2024-06-07-29
DIME Test ID: 2024-06-07-29-4
Testing Lab: CT D08 - Fontana Southern Regional 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: 2024-07-08
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Antonio Torres
Date of test: 06/13/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7351.8 grams
Mass of oven-dry sample in air for Sample 1: 2561.5 grams
Mass of container filled with the sample and water for Sample 1: 8884.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.490
Theoretical maximum density at 25°C (77°F): 2483 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/8/2024 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.