Summary for Test 2025-01-11-1-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000578 DEA: 112N1704 EFIS: 1122000283 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-15.72-28.3 |
| Award Date | 05/20/2024 |
| Closeout Date | 06/09/2025 |
| Work Description | Bridge Preservation |
| Location Description | In San Diego at various locations from Landis Street Overcrossing to Sorrento Valley Boulevard Undercrossing |
| QA Service Level | 1 (Verified on 09/03/2024) |
Sample Information
| Sample Taken Date | 01/11/2025 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 01/14/2025 |
| 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 | Derrick | Last name of sampler or witnessed by | McCovy |
| Title of sampler | TET | Telephone number of sampler | 6193722435 |
| Laboratory sample identification | 1601-PSU | Linked DIME Sample ID | 2025-01-11-02 |
| 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: 2025-01-11-1
DIME Test ID: 2025-01-11-1-5
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: 2025-01-24
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 01/24/2025
| 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 | |
| 3810.9 g | 3812.2 g | 3815.7 g | 3813.3 g | 3811.8 g | 3814.9 g | |
| 2198.0 g | 2201.1 g | 2206.6 g | 2209.6 g | 2208.0 g | 2195.5 g | |
| 3827.6 g | 3832.0 g | 3831.0 g | 3831.8 g | 3836.7 g | 3830.2 g | |
| 2.523 | 2.523 | 2.523 | 2.523 | 2.523 | 2.523 | |
| 3888.1 g | 3896.6 g | 3894.2 g | ||||
| 2198.0 g | 2201.1 g | 2206.8 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 130 mmHg | 130 mmHg | 130 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1629.6 cm^3 | 1630.9 cm^3 | 1624.4 cm^3 | 1622.2 cm^3 | 1628.7 cm^3 | 1634.7 cm^3 | |
2.339 | 2.337 | 2.349 | 2.351 | 2.340 | 2.334 | |
7.3 % | 7.4 % | 6.9 % | 6.8 % | 7.3 % | 7.5 % | |
119.0 cm^3 | 120.7 cm^3 | 112.1 cm^3 | 110.3 cm^3 | 118.9 cm^3 | 122.6 cm^3 | |
3894.2 g | 3896.7 g | 3894.2 g | ||||
3906.1 g | 3908.8 g | 3905.4 g | ||||
1690.1 cm^3 | 1695.5 cm^3 | 1687.4 cm^3 | ||||
77.2 cm^3 | 84.4 cm^3 | 78.5 cm^3 | ||||
65 % | 70 % | 70 % | ||||
3.7 % | 4.0 % | 3.9 % | ||||
30017 N | 33402 N | 29452 N | 47676 N | 42805 N | 40670 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1340 kPa | 1491 kPa | 1314 kPa | 2130 kPa | 1912 kPa | 1817 kPa | |
200 psi | 283 psi | |||||
0.71 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 and DRY > 100
Test was verified on 1/24/2025 ✔