Summary for Test 2025-06-07-2-5
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 | 06/07/2025 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 06/09/2025 |
| Sample type | Verification | A brief description of the sample | JMF Verification |
| 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 | 25-06-07-2-JMFV | Linked DIME Sample ID | 2025-06-07-3 |
| 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 | 22414 Vulcan Otay | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-06-07-2
DIME Test ID: 2025-06-07-2-5
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: 2025-06-23
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 06/21/2025
| 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 | |
| 3741.9 g | 3743.7 g | 3741.1 g | 3744.5 g | 3746.4 g | 3741.4 g | |
| 2173.2 g | 2174.8 g | 2172.5 g | 2171.5 g | 2172.8 g | 2171.0 g | |
| 3772.4 g | 3773.1 g | 3774.6 g | 3772.7 g | 3776.5 g | 3770.1 g | |
| 2.515 | 2.515 | 2.515 | 2.515 | 2.515 | 2.515 | |
| 3820.3 g | 3820.9 g | 3821.9 g | ||||
| 2173.2 g | 2174.8 g | 2172.5 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 | ||||
1599.2 cm^3 | 1598.3 cm^3 | 1602.1 cm^3 | 1601.2 cm^3 | 1603.7 cm^3 | 1599.1 cm^3 | |
2.340 | 2.342 | 2.335 | 2.339 | 2.336 | 2.340 | |
7.0 % | 6.9 % | 7.2 % | 7.0 % | 7.1 % | 7.0 % | |
111.9 cm^3 | 110.3 cm^3 | 115.4 cm^3 | 112.1 cm^3 | 113.9 cm^3 | 111.9 cm^3 | |
3820.2 g | 3820.9 g | 3821.9 g | ||||
3831.4 g | 3831.9 g | 3833.4 g | ||||
1647.1 cm^3 | 1646.1 cm^3 | 1649.4 cm^3 | ||||
78.4 cm^3 | 77.2 cm^3 | 80.8 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.0 % | 3.0 % | 3.0 % | ||||
15644 N | 14741 N | 12477 N | 17744 N | 18467 N | 18242 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 1 | 1 | 1 | 1 | 1 | |
698 kPa | 658 kPa | 557 kPa | 793 kPa | 825 kPa | 815 kPa | |
92 psi | 118 psi | |||||
0.78 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 psi and DRY > 100 psi TESTED WET 92.psi and DRY 118 psi
Test was verified on 6/23/2025 ✔