Summary for Test 2025-06-09-58-5
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 | 06/09/2025 | Sample Unique Key | 58 |
|---|---|---|---|
| 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 | 06/11/2025 |
| 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 | Gerardo | Last name of sampler or witnessed by | Cordero |
| Title of sampler | TET | Telephone number of sampler | 6199366795 |
| Laboratory sample identification | 25-06-09-58-PSU | Linked DIME Sample ID | 2025-06-09-59 |
| 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 21218080SR | |
| 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: 2025-06-09-58
DIME Test ID: 2025-06-09-58-5
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: 2025-07-02
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 07/01/2025
| 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 | |
| 3653.2 g | 3651.5 g | 3653.8 g | 3657.2 g | 3657.3 g | 3654.3 g | |
| 2057.2 g | 2063.9 g | 2059.0 g | 2061.0 g | 2057.6 g | 2059.0 g | |
| 3671.8 g | 3672.5 g | 3672.2 g | 3672.4 g | 3673.1 g | 3672.7 g | |
| 2.428 | 2.428 | 2.428 | 2.428 | 2.428 | 2.428 | |
| 3730.1 g | 3724.7 g | 3729.5 g | ||||
| 2057.2 g | 2063.9 g | 2059.0 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1614.6 cm^3 | 1608.6 cm^3 | 1613.2 cm^3 | 1611.4 cm^3 | 1615.5 cm^3 | 1613.7 cm^3 | |
2.263 | 2.270 | 2.265 | 2.270 | 2.264 | 2.265 | |
6.8 % | 6.5 % | 6.7 % | 6.5 % | 6.8 % | 6.7 % | |
109.8 cm^3 | 104.6 cm^3 | 108.1 cm^3 | 104.7 cm^3 | 109.9 cm^3 | 108.1 cm^3 | |
3730.1 g | 3724.7 g | 3729.5 g | ||||
3741.0 g | 3735.2 g | 3740.3 g | ||||
1672.9 cm^3 | 1660.8 cm^3 | 1670.5 cm^3 | ||||
76.9 cm^3 | 73.2 cm^3 | 75.7 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.6 % | 3.2 % | 3.6 % | ||||
11343 N | 10818 N | 10929 N | 15845 N | 13562 N | 16730 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
506 kPa | 483 kPa | 488 kPa | 708 kPa | 606 kPa | 747 kPa | |
71 psi | 100 psi | |||||
0.71 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 psi and DRY > 100 psi Tested WET -71 and DRY 100 psi
Test was verified on 7/2/2025 ✔