Summary for Test 2024-06-18-69-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995013 DEA: 11424804 EFIS: 1116000068 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-54-0/6.4 |
| Award Date | 05/30/2023 |
| Closeout Date | 08/21/2025 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 07/24/2023) |
Sample Information
| Sample Taken Date | 06/18/2024 | Sample Unique Key | 69 |
|---|---|---|---|
| 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 | 06/20/2024 |
| Sample type | Quality Assurance | A brief description of the sample | PSU |
| The quantity of what the sample constitutes | 12 boxes | 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 | 8586881440 | |
| Laboratory sample identification | 0303-PSU | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Corona | 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 326120 CROD SJR | |
| 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: 2024-06-18-69
DIME Test ID: 2024-06-18-69-5
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2024-07-15
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 07/04/2024
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Untreated | ||||||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | |
| 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | |
| 3636.8 g | 3656.7 g | 3659.4 g | 3648.9 g | 3655.2 g | 3651.2 g | |
| 2049.0 g | 2056.4 g | 2061.0 g | 2050.4 g | 2057.3 g | 2053.4 g | |
| 3653.1 g | 3667.0 g | 3668.1 g | 3661.8 g | 3665.3 g | 3659.6 g | |
| 2.446 | 2.446 | 2.446 | 2.446 | 2.446 | 2.446 | |
| 3718.8 g | 3737.9 g | 3737.0 g | ||||
| 2049.0 g | 2056.4 g | 2061.0 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1604.1 cm^3 | 1610.6 cm^3 | 1607.1 cm^3 | 1611.4 cm^3 | 1608.0 cm^3 | 1606.2 cm^3 | |
2.267 | 2.270 | 2.277 | 2.264 | 2.273 | 2.273 | |
7.3 % | 7.2 % | 6.9 % | 7.4 % | 7.1 % | 7.1 % | |
117.1 cm^3 | 116.0 cm^3 | 110.9 cm^3 | 119.2 cm^3 | 114.2 cm^3 | 114.0 cm^3 | |
3718.8 g | 3737.9 g | 3737.0 g | ||||
3730.5 g | 3749.5 g | 3748.1 g | ||||
1669.8 cm^3 | 1681.5 cm^3 | 1676.0 cm^3 | ||||
82.0 cm^3 | 81.2 cm^3 | 77.6 cm^3 | ||||
70 % | 70 % | 70 % | ||||
4.1 % | 4.4 % | 4.3 % | ||||
23370 N | 15530 N | 14688 N | 14418 N | 17149 N | 16869 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
1043 kPa | 693 kPa | 655 kPa | 644 kPa | 766 kPa | 754 kPa | |
116 psi | 105 psi | |||||
1.1 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target Wet <70 psi Dry< 100 psi
Test was verified on 7/15/2024 ✔