Summary for Test 2024-05-10-16-3
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 | 05/10/2024 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 05/09/2024 |
| Sample type | Quality Assurance | A brief description of the sample | HMA-A |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Ben | Last name of sampler or witnessed by | Smith |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0602-JMFV | Linked DIME Sample ID | |
| 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 |
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 |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-05-10-16
DIME Test ID: 2024-05-10-16-3
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: 2024-05-29
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 05/24/2024
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Untreated | ||||||
| 150 mm | 150 mm | 150 mm | 150 mm | 150 mm | 150 mm | |
| 95 mm | 95 mm | 95 mm | 95 mm | 95 mm | 95 mm | |
| 3785 g | 3781.9 g | 3783.5 g | 3786.1 g | 3788.2 g | 3787.1 g | |
| 2165.3 g | 2160.7 g | 2165.3 g | 2162.5 g | 2166.5 g | 2158.6 g | |
| 3805.2 g | 3802.5 g | 3801.6 g | 3806.3 g | 3801.8 g | 3800.5 g | |
| 2.487 | 2.487 | 2.487 | 2.487 | 2.487 | 2.487 | |
| 3867.7 g | 3867 g | 3863.7 g | ||||
| 2165.3 g | 2160.7 g | 2165.3 g | ||||
| 95.2 mm | 95.2 mm | 95.2 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1639.9 cm^3 | 1641.8 cm^3 | 1636.3 cm^3 | 1643.8 cm^3 | 1635.3 cm^3 | 1641.9 cm^3 | |
2.308 | 2.304 | 2.312 | 2.303 | 2.317 | 2.307 | |
7.2 % | 7.4 % | 7 % | 7.4 % | 6.8 % | 7.2 % | |
118.1 cm^3 | 121.5 cm^3 | 114.5 cm^3 | 121.6 cm^3 | 111.2 cm^3 | 118.2 cm^3 | |
3867.7 g | 3867 g | 3863.7 g | ||||
3879.5 g | 3879.1 g | 3875.1 g | ||||
1702.4 cm^3 | 1706.3 cm^3 | 1698.4 cm^3 | ||||
82.7 cm^3 | 85.1 cm^3 | 80.2 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.8 % | 3.9 % | 3.8 % | ||||
18777 N | 18376 N | 17834 N | 23215 N | 24740 N | 22337 N | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
837 kPa | 819 kPa | 795 kPa | 1037 kPa | 1105 kPa | 998 kPa | |
118 psi | 152 psi | |||||
0.78 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Wet>70 Dry>100
Test was verified on 5/29/2024 ✔