Summary for Test 2025-07-12-1-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001312 DEA: 11432844 EFIS: 1125000219 |
|---|---|
| DIST-CO-RTE-PM | 11--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 07/12/2025 | 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 | 07/14/2025 |
| Sample type | Production Start-Up | A brief description of the sample | PSU |
| The quantity of what the sample constitutes | 12 Boxes | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Gerardo | Last name of sampler or witnessed by | Cordero |
| Title of sampler | TET | Telephone number of sampler | 6199366795 |
| Laboratory sample identification | 25-07-12-1-PSU | Linked DIME Sample ID | 2025-07-12-2 |
| 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 | 1-1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 820801 Otay Val | |
| Binder content (%) | 3.9 | Virgin binder PG | PG 70-10 |
| Design binder PG | PG 70-10 | Binder Supplier | Valero |
| RAP content (%) | 22 | WMA Additives | No |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-07-12-1
DIME Test ID: 2025-07-12-1-5
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: 2025-08-01
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 07/31/2025
| 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 | |
| 3795.6 g | 3797.1 g | 3797.5 g | 3795.1 g | 3797.5 g | 3795.3 g | |
| 2193.0 g | 2194.7 g | 2191.6 g | 2193.1 g | 2194.2 g | 2196.0 g | |
| 3815.5 g | 3819.5 g | 3818.5 g | 3817.5 g | 3821.0 g | 3818.7 g | |
| 2.518 | 2.518 | 2.518 | 2.518 | 2.518 | 2.518 | |
| 3876.2 g | 3879.0 g | 3880.7 g | ||||
| 2193.0 g | 2194.7 g | 2191.6 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 | ||||
1622.5 cm^3 | 1624.8 cm^3 | 1626.9 cm^3 | 1624.4 cm^3 | 1626.8 cm^3 | 1622.7 cm^3 | |
2.339 | 2.337 | 2.334 | 2.336 | 2.334 | 2.339 | |
7.1 % | 7.2 % | 7.3 % | 7.2 % | 7.3 % | 7.1 % | |
115.2 cm^3 | 117.0 cm^3 | 118.8 cm^3 | 117.0 cm^3 | 118.8 cm^3 | 115.2 cm^3 | |
3876.2 g | 3879.0 g | 3880.7 g | ||||
3887.8 g | 3890.7 g | 3892.5 g | ||||
1683.2 cm^3 | 1684.3 cm^3 | 1689.1 cm^3 | ||||
80.6 cm^3 | 81.9 cm^3 | 83.2 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.7 % | 3.7 % | 3.8 % | ||||
19932 N | 21120 N | 18046 N | 29545 N | 29905 N | 27490 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
890 kPa | 943 kPa | 805 kPa | 1320 kPa | 1336 kPa | 1228 kPa | |
128 psi | 188 psi | |||||
0.68 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET >70 psi Tested 128 psi DRY Target >100 psi Tested 188 psi
Test was verified on 8/1/2025 ✔