Summary for Test 2024-08-15-46-5
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 | 08/15/2024 | Sample Unique Key | 46 |
|---|---|---|---|
| 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 | 08/19/2024 |
| Sample type | Quality Assurance | A brief description of the sample | JMFR |
| 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 | 6193804522 | |
| Laboratory sample identification | 0609-JMFR | 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 | 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 CC 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: 2024-08-15-46
DIME Test ID: 2024-08-15-46-5
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: 2024-08-27
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 08/27/2024
| 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 | |
| 3789.0 g | 3787.6 g | 3789.5 g | 3739.0 g | 3794.5 g | 3789.1 g | |
| 2162.8 g | 2164.8 g | 2177.4 g | 2126.7 g | 2168.1 g | 2161.2 g | |
| 3801.8 g | 3798.5 g | 3814.7 g | 3752.5 g | 3802.7 g | 3797.9 g | |
| 2.487 | 2.487 | 2.487 | 2.487 | 2.487 | 2.487 | |
| 3869.3 g | 3865.4 g | 3868.6 g | ||||
| 2162.8 g | 2164.8 g | 2177.4 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 | ||||
1639.0 cm^3 | 1633.7 cm^3 | 1637.3 cm^3 | 1625.8 cm^3 | 1634.6 cm^3 | 1636.7 cm^3 | |
2.312 | 2.318 | 2.314 | 2.300 | 2.321 | 2.315 | |
7.0 % | 6.8 % | 7.0 % | 7.5 % | 6.7 % | 6.9 % | |
114.7 cm^3 | 111.1 cm^3 | 114.6 cm^3 | 121.9 cm^3 | 109.5 cm^3 | 112.9 cm^3 | |
3869.3 g | 3865.4 g | 3869.7 g | ||||
3880.8 g | 3876.5 g | 3881.2 g | ||||
1706.5 cm^3 | 1700.6 cm^3 | 1691.2 cm^3 | ||||
80.3 cm^3 | 77.8 cm^3 | 79.1 cm^3 | ||||
70 % | 70 % | 69 % | ||||
4.1 % | 4.1 % | 3.3 % | ||||
19830 N | 24603 N | 23714 N | 29621 N | 29412 N | 25768 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
885 kPa | 1098 kPa | 1058 kPa | 1323 kPa | 1314 kPa | 1151 kPa | |
147 psi | 183 psi | |||||
0.8 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies - WET > 70 DRY > 100
Test was verified on 8/27/2024 ✔