Summary for Test 2024-11-07-56-5
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 | 11/07/2024 | Sample Unique Key | 56 |
|---|---|---|---|
| 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 | 12/05/2024 |
| Sample type | Quality Assurance | A brief description of the sample | PSU |
| The quantity of what the sample constitutes | 36 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 | Telephone number of sampler | 7605628612 | |
| Laboratory sample identification | 0613-PSU | Linked DIME Sample ID | 2024-11-07-57 |
| The fabricator/manufacturer/facility name | Vulcan CC | 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 320819 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: 2024-11-07-56
DIME Test ID: 2024-11-07-56-5
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: 2025-01-23
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 12/19/2024
| 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 | |
| 3750.4 g | 3753.9 g | 3751.5 g | 3791.2 g | 3753.1 g | 3753.5 g | |
| 2130.3 g | 2122.5 g | 2120.3 g | 2159.0 g | 2122.6 g | 2118.5 g | |
| 3765.1 g | 3765.0 g | 3764.5 g | 3804.1 g | 3765.3 g | 3765.1 g | |
| 2.464 | 2.464 | 2.464 | 2.464 | 2.464 | 2.464 | |
| 3829.9 g | 3836.7 g | 3836.7 g | ||||
| 2130.3 g | 2122.5 g | 2120.3 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 | ||||
1634.8 cm^3 | 1642.5 cm^3 | 1644.2 cm^3 | 1645.1 cm^3 | 1642.7 cm^3 | 1646.6 cm^3 | |
2.294 | 2.285 | 2.282 | 2.305 | 2.285 | 2.280 | |
6.9 % | 7.3 % | 7.4 % | 6.5 % | 7.3 % | 7.5 % | |
112.8 cm^3 | 119.9 cm^3 | 121.7 cm^3 | 106.9 cm^3 | 119.9 cm^3 | 123.5 cm^3 | |
3829.4 g | 3837.8 g | 3836.7 g | ||||
3840.6 g | 3849.8 g | 3848.9 g | ||||
1699.6 cm^3 | 1714.2 cm^3 | 1716.4 cm^3 | ||||
79.5 cm^3 | 82.8 cm^3 | 85.2 cm^3 | ||||
70 % | 69 % | 70 % | ||||
4.0 % | 4.4 % | 4.4 % | ||||
21774 N | 16748 N | 15840 N | 40368 N | 30817 N | 26679 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
972 kPa | 747 kPa | 707 kPa | 1803 kPa | 1377 kPa | 1192 kPa | |
117 psi | 211 psi | |||||
0.55 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET> 70 and DRY>100 Tensile> .50
Test was verified on 1/23/2025 ✔