Summary for Test 2025-02-23-2-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995067 DEA: 11430394 EFIS: 1118000115 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-23.9/25.1 |
| Award Date | 11/03/2023 |
| Closeout Date | Not set |
| Work Description | WIDEN FREEWAY, STRUCTURES, CONSTRUCT SIGNS, LANDSCAPE AND ELECTRICAL. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM 0.2 MILE NORTH OF ROUTE 805/52 SEPARATION TO 0.3 MILE SOUTH OF NOBEL DRIVE OVERCROSSING |
| QA Service Level | 1 (Verified on 12/19/2023) |
Sample Information
| Sample Taken Date | 02/23/2025 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/24/2025 | Sample type | Quality Assurance |
| A brief description of the sample | PSU | The quantity of what the sample constitutes | 12 Boxes |
| 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 | 1009-PSU |
| Linked DIME Sample ID | 2025-02-23-1 | 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 | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 23417005SR 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: 2025-02-23-2
DIME Test ID: 2025-02-23-2-5
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: 2025-03-04
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 03/04/2025
| 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 | |
| 3788.3 g | 3779.3 g | 3778.8 g | 3787.3 g | 3780.5 g | 3781.6 g | |
| 2172.0 g | 2170.3 g | 2165.7 g | 2172.0 g | 2170.5 g | 2165.2 g | |
| 3809.8 g | 3801.6 g | 3804.8 g | 3810.8 g | 3803.4 g | 3802.6 g | |
| 2.494 | 2.491 | 2.491 | 2.491 | 2.491 | 2.491 | |
| 3869.7 g | 3859.2 g | 3864.8 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 130 mmHg | 130 mmHg | 130 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1637.8 cm^3 | 1631.3 cm^3 | 1639.1 cm^3 | 1638.8 cm^3 | 1632.9 cm^3 | 1637.4 cm^3 | |
2.313 | 2.317 | 2.305 | 2.311 | 2.315 | 2.310 | |
7.3 % | 7.0 % | 7.5 % | 7.2 % | 7.1 % | 7.3 % | |
119.6 cm^3 | 114.2 cm^3 | 122.9 cm^3 | 118.0 cm^3 | 115.9 cm^3 | 119.5 cm^3 | |
3872.0 g | 3859.2 g | 3864.8 g | ||||
3884.0 g | 3870.7 g | 3877.1 g | ||||
1697.7 cm^3 | 1688.9 cm^3 | 1699.1 cm^3 | ||||
81.4 cm^3 | 79.9 cm^3 | 86.0 cm^3 | ||||
68 % | 70 % | 70 % | ||||
13354 N | 14621 N | 13749 N | 19981 N | 24826 N | 22615 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
596 kPa | 653 kPa | 614 kPa | 893 kPa | 1109 kPa | 1010 kPa | |
90 psi | 146 psi | |||||
0.62 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET>70 and DRY>100 Tensile>.50
Test was verified on 3/4/2025 ✔