Summary for Test 2024-05-10-16-3
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995482 DEA: 112T36U4 EFIS: 1122000243 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-37.4-52.6 |
| Award Date | 10/20/2023 |
| Closeout Date | Not set |
| Work Description | I-5 NCC SEGMENT 4C |
| Location Description | I-5 in San Diego County at Various Locations from Lomas Santa Fe Drive Undercrossing to 0.2 Mile North of Oceanside Undercrossing |
| QA Service Level | 1 (Verified on 11/20/2023) |
Sample Information
| Sample Taken Date | 05/10/2024 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 05/09/2024 |
| Sample type | Quality Assurance | A brief description of the sample | HMA-A |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Ben | Last name of sampler or witnessed by | Smith |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0602-JMFV | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan CC | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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 CC SJR |
Test Details
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DIME Sample ID: 2024-05-10-16
DIME Test ID: 2024-05-10-16-3
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: 2024-05-29
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 05/24/2024
| 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 | |
| 3785.0 g | 3781.9 g | 3783.5 g | 3786.1 g | 3788.2 g | 3787.1 g | |
| 2165.3 g | 2160.7 g | 2165.3 g | 2162.5 g | 2166.5 g | 2158.6 g | |
| 3805.2 g | 3802.5 g | 3801.6 g | 3806.3 g | 3801.8 g | 3800.5 g | |
| 2.487 | 2.487 | 2.487 | 2.487 | 2.487 | 2.487 | |
| 3867.7 g | 3867.0 g | 3863.7 g | ||||
| 2165.3 g | 2160.7 g | 2165.3 g | ||||
| 95.2 mm | 95.2 mm | 95.2 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1639.9 cm^3 | 1641.8 cm^3 | 1636.3 cm^3 | 1643.8 cm^3 | 1635.3 cm^3 | 1641.9 cm^3 | |
2.308 | 2.304 | 2.312 | 2.303 | 2.317 | 2.307 | |
7.2 % | 7.4 % | 7.0 % | 7.4 % | 6.8 % | 7.2 % | |
118.1 cm^3 | 121.5 cm^3 | 114.5 cm^3 | 121.6 cm^3 | 111.2 cm^3 | 118.2 cm^3 | |
3867.7 g | 3867 g | 3863.7 g | ||||
3879.5 g | 3879.1 g | 3875.1 g | ||||
1702.4 cm^3 | 1706.3 cm^3 | 1698.4 cm^3 | ||||
82.7 cm^3 | 85.1 cm^3 | 80.2 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.8 % | 3.9 % | 3.8 % | ||||
18777 N | 18376 N | 17834 N | 23215 N | 24740 N | 22337 N | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
837 kPa | 819 kPa | 795 kPa | 1037 kPa | 1105 kPa | 998 kPa | |
118 psi | 152 psi | |||||
0.78 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Wet>70 Dry>100
Test was verified on 5/29/2024 ✔