Summary for Test 2025-04-08-27-5
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 | 04/08/2025 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 04/11/2025 |
| Sample type | Quality Assurance | A brief description of the sample | PSU |
| The quantity of what the sample constitutes | 16 boxes | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Jesse | Last name of sampler or witnessed by | Gastelum |
| Title of sampler | TET | Telephone number of sampler | 7605628612 |
| Laboratory sample identification | 25-04-08-27 PSU | Linked DIME Sample ID | 2025-04-08-28 |
| The fabricator/manufacturer/facility name | Vulcan | 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: 2025-04-08-27
DIME Test ID: 2025-04-08-27-5
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: 2025-04-30
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 04/29/2025
| 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 | |
| 3756.1 g | 3752.8 g | 3762.3 g | 3758.7 g | 3756.5 g | 3759.3 g | |
| 2139.5 g | 2163.0 g | 2147.0 g | 2158.2 g | 2137.8 g | 2135.5 g | |
| 3772.8 g | 3776.8 g | 3782.3 g | 3778.7 g | 3771.3 g | 3770.3 g | |
| 2.487 | 2.487 | 2.487 | 2.487 | 2.487 | 2.487 | |
| 3846.3 g | 3829.9 g | 3849.9 g | ||||
| 2139.5 g | 2163.0 g | 2147.0 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 210 mmHg | 200 mmHg | 200 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1633.3 cm^3 | 1613.8 cm^3 | 1635.3 cm^3 | 1620.5 cm^3 | 1633.5 cm^3 | 1634.8 cm^3 | |
2.300 | 2.325 | 2.301 | 2.319 | 2.300 | 2.300 | |
7.5 % | 6.5 % | 7.5 % | 6.8 % | 7.5 % | 7.5 % | |
122.5 cm^3 | 104.9 cm^3 | 122.6 cm^3 | 110.2 cm^3 | 122.5 cm^3 | 122.6 cm^3 | |
3841.9 g | 3826.2 g | 3848.1 g | ||||
3854.1 g | 3836.7 g | 3860.4 g | ||||
1706.8 cm^3 | 1666.9 cm^3 | 1702.9 cm^3 | ||||
90.2 cm^3 | 77.1 cm^3 | 87.6 cm^3 | ||||
74 % | 73 % | 71 % | ||||
4.5 % | 3.3 % | 4.1 % | ||||
24750 N | 25422 N | 20689 N | 34647 N | 34950 N | 35839 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1105 kPa | 1135 kPa | 923 kPa | 1548 kPa | 1561 kPa | 1601 kPa | |
153 psi | 228 psi | |||||
0.67 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET-70 psi DRY 100 psi Tested WET- 153 psi DRY - 228 psi
Test was verified on 4/30/2025 ✔