Summary for Test 2025-04-09-11-5
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 | 04/09/2025 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | Gerardo | Last name of sampler or witnessed by | Cordero |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 25-04-09-11 PSU | Linked DIME Sample ID | 2025-04-09-12 |
| The fabricator/manufacturer/facility name | Martin Marietta | 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 MM | |
| 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: 2025-04-09-11
DIME Test ID: 2025-04-09-11-5
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: 2025-04-25
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 04/25/2025
| 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 | |
| 3666.5 g | 3672.5 g | 3671.0 g | 3644.9 g | 3687.5 g | 3667.2 g | |
| 2050.1 g | 2064.4 g | 2076.0 g | 2037.1 g | 2079.0 g | 2051.0 g | |
| 3679.6 g | 3689.4 g | 3695.5 g | 3661.8 g | 3704.7 g | 3678.5 g | |
| 2.425 | 2.425 | 2.425 | 2.425 | 2.425 | 2.425 | |
| 3748.6 g | 3749.4 g | 3744.7 g | ||||
| 2050.1 g | 2064.4 g | 2076.0 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 | ||||
1629.5 cm^3 | 1625.0 cm^3 | 1619.5 cm^3 | 1624.7 cm^3 | 1625.7 cm^3 | 1627.5 cm^3 | |
2.250 | 2.260 | 2.267 | 2.243 | 2.268 | 2.253 | |
7.2 % | 6.8 % | 6.5 % | 7.5 % | 6.5 % | 7.1 % | |
117.3 cm^3 | 110.5 cm^3 | 105.3 cm^3 | 121.9 cm^3 | 105.7 cm^3 | 115.6 cm^3 | |
3748.6 g | 3749.9 g | 3744.7 g | ||||
3760.3 g | 3760.9 g | 3755.2 g | ||||
1698.5 cm^3 | 1685.0 cm^3 | 1668.7 cm^3 | ||||
82.1 cm^3 | 76.9 cm^3 | 73.7 cm^3 | ||||
70 % | 70 % | 70 % | ||||
4.2 % | 3.7 % | 3.0 % | ||||
12709 N | 6445 N | 8590 N | 12548 N | 15106 N | 15133 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
567 kPa | 288 kPa | 383 kPa | 561 kPa | 675 kPa | 676 kPa | |
60 psi | 92 psi | |||||
0.65 | ||||||
General comments (publicly viewable) (Max 1000 characters): Does Not Comply Target - WET > 70 and DRY > 100
Test was verified on 4/25/2025 ✔