Summary for Test 2024-10-02-109-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 214398 DEA: 024H4004 EFIS: 0218000115 MINOR: 02A1828 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-82.2 |
| Award Date | Not set |
| Closeout Date | 12/23/2020 |
| Work Description | Mineral M.S. Material Bunker Project |
| Location Description | Mineral Maintenance Station |
| QA Service Level | 1 (Verified on 09/09/2019) |
Sample Information
| Sample Taken Date | 10/02/2024 | Sample Unique Key | 109 |
|---|---|---|---|
| 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 | 10/08/2024 |
| Sample type | Acceptance | A brief description of the sample | 1/2-inch Type A HMA with PG 64-28 |
| The quantity of what the sample constitutes | 12 Boxes | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79751 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Rocky Mnt Const. | Transportation Laboratory (TL) Number | 851389 |
| 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 | ||
| 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: 2024-10-02-109
DIME Test ID: 2024-10-02-109-4
Testing Lab: CT D02 - Redding Northern Regional 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: 2024-10-28
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 10/28/2024
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | |
| 95.2 mm | 95.1 mm | 94.9 mm | 95.2 mm | 95.0 mm | 95.1 mm | |
| 3714.2 g | 3714.5 g | 3715.2 g | 3713.2 g | 3714.5 g | 3715.3 g | |
| 2102.0 g | 2100.8 g | 2101.6 g | 2096.6 g | 2106.6 g | 2102.6 g | |
| 3730.3 g | 3732.5 g | 3729.6 g | 3729.7 g | 3729.6 g | 3733.1 g | |
| 2.449 | 2.449 | 2.449 | 2.449 | 2.449 | 2.449 | |
| 3796.8 g | 3796.3 g | 3793.7 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.1 mm | 95.0 mm | 95.1 mm | ||||
| 162 mmHg | 185 mmHg | 163 mmHg | ||||
| 22 inHg | 21 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1628.3 cm^3 | 1631.7 cm^3 | 1628.0 cm^3 | 1633.1 cm^3 | 1623.0 cm^3 | 1630.5 cm^3 | |
2.281 | 2.276 | 2.282 | 2.274 | 2.289 | 2.279 | |
6.9 % | 7.1 % | 6.8 % | 7.1 % | 6.5 % | 6.9 % | |
112.4 cm^3 | 115.9 cm^3 | 110.7 cm^3 | 116.0 cm^3 | 105.5 cm^3 | 112.5 cm^3 | |
3792.9 g | 3795.6 g | 3792.7 g | ||||
3804.1 g | 3807.2 g | 3803.8 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
82.6 cm^3 | 81.8 cm^3 | 78.5 cm^3 | ||||
73 % | 71 % | 71 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
16742 N | 17304 N | 17257 N | 18158 N | 18660 N | 18892 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
14 | 10 | 12 | 13 | 16 | 14 | |
0 | 0 | 0 | 0 | 0 | 0 | |
747 kPa | 773 kPa | 770 kPa | 810 kPa | 834 kPa | 843 kPa | |
111 psi | 120 psi | |||||
0.93 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=111 psi, S2=120 psi, TSR=92%
Test was verified on 10/28/2024 ✔