Summary for Test 2024-12-05-48-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 12/05/2024 | Sample Unique Key | 48 |
|---|---|---|---|
| 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 | 12/06/2024 |
| Sample type | Verification | A brief description of the sample | JMF-PP |
| The quantity of what the sample constitutes | 24 BOXES RWMA | From where was the sample collected | Source |
| First name of sampler or witnessed by | Derrick | Last name of sampler or witnessed by | McCovy |
| Title of sampler | Telephone number of sampler | 6193722435 | |
| Laboratory sample identification | 1203-JMF | Linked DIME Sample ID | 2024-12-05-49 |
| 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 | Not Applicable |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 326122 Otay 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: 2024-12-05-48
DIME Test ID: 2024-12-05-48-5
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: 2025-01-17
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 12/24/2024
| 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 | |
| 3645.6 g | 3645.4 g | 3651.9 g | 3632.6 g | 3649.6 g | 3642.2 g | |
| 2047.6 g | 2036.8 g | 2037.2 g | 2019.6 g | 2045.5 g | 2038.6 g | |
| 3661.2 g | 3660.2 g | 3665.0 g | 3640.0 g | 3662.6 g | 3659.9 g | |
| 2.419 | 2.419 | 2.419 | 2.419 | 2.419 | 2.419 | |
| 3725.0 g | 3731.6 g | 3737.9 g | ||||
| 2047.6 g | 2036.8 g | 2037.2 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 210 mmHg | 210 mmHg | 200 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1613.6 cm^3 | 1623.4 cm^3 | 1627.8 cm^3 | 1620.4 cm^3 | 1617.1 cm^3 | 1621.3 cm^3 | |
2.259 | 2.246 | 2.243 | 2.242 | 2.257 | 2.246 | |
6.6 % | 7.2 % | 7.3 % | 7.3 % | 6.7 % | 7.2 % | |
106.5 cm^3 | 116.9 cm^3 | 118.8 cm^3 | 118.3 cm^3 | 108.3 cm^3 | 116.7 cm^3 | |
3720.2 g | 3727.2 g | 3735.1 g | ||||
3730.8 g | 3738.9 g | 3746.9 g | ||||
1677.4 cm^3 | 1694.8 cm^3 | 1700.7 cm^3 | ||||
79.4 cm^3 | 86.2 cm^3 | 86.0 cm^3 | ||||
75 % | 74 % | 72 % | ||||
4.0 % | 4.4 % | 4.5 % | ||||
14185 N | 11245 N | 7695 N | 10845 N | 15680 N | 13607 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
633 kPa | 502 kPa | 343 kPa | 485 kPa | 701 kPa | 608 kPa | |
71 psi | 87 psi | |||||
0.82 | ||||||
General comments (publicly viewable) (Max 1000 characters): Does not Comply DRY < 100 psi
Test was verified on 1/17/2025 ✔