Summary for Test 2025-05-18-12-8
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000234 DEA: 112N1774 EFIS: 1123000036 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-15,52-Var |
| Award Date | 06/24/2024 |
| Closeout Date | 05/29/2026 |
| Work Description | MICRO-SURFACING, HMA, PAVEMENT MARKING AND SHOULDER BACKING. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 06/11/2024) |
Sample Information
| Sample Taken Date | 05/18/2025 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/20/2025 | 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 | Supplier | First name of sampler or witnessed by | Gerardo |
| Last name of sampler or witnessed by | Cordero | Title of sampler | |
| Telephone number of sampler | 6199366795 | Laboratory sample identification | 25-05-18-12-PSU |
| Linked DIME Sample ID | 2025-05-18-13 | 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 | 1-1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 820801 Otay Val | |
| 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: 2025-05-18-12
DIME Test ID: 2025-05-18-12-8
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: 2025-06-04
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 06/04/2025
| 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 | |
| 3759.8 g | 3759.2 g | 3760.0 g | 3761.3 g | 3759.3 g | 3760.5 g | |
| 2186.7 g | 2185.8 g | 2186.7 g | 2187.3 g | 2186.6 g | 2186.0 g | |
| 3790.7 g | 3791.2 g | 3792.4 g | 3793.1 g | 3791.5 g | 3791.5 g | |
| 2.531 | 2.531 | 2.531 | 2.531 | 2.531 | 2.531 | |
| 3842.9 g | 3843.5 g | 3844.3 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 | ||||
1604.0 cm^3 | 1605.4 cm^3 | 1605.7 cm^3 | 1605.8 cm^3 | 1604.9 cm^3 | 1605.5 cm^3 | |
2.344 | 2.342 | 2.342 | 2.342 | 2.342 | 2.342 | |
7.4 % | 7.5 % | 7.5 % | 7.5 % | 7.5 % | 7.5 % | |
118.7 cm^3 | 120.4 cm^3 | 120.4 cm^3 | 120.4 cm^3 | 120.4 cm^3 | 120.4 cm^3 | |
3842.9 g | 3843.5 g | 3844.3 g | ||||
3854.8 g | 3855.5 g | 3856.3 g | ||||
1656.2 cm^3 | 1657.7 cm^3 | 1657.6 cm^3 | ||||
83.1 cm^3 | 84.3 cm^3 | 84.3 cm^3 | ||||
70 % | 70 % | 70 % | ||||
24875 N | 25319 N | 21026 N | 34852 N | 30737 N | 27352 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1110 kPa | 1130 kPa | 938 kPa | 1557 kPa | 1373 kPa | 1222 kPa | |
154 psi | 201 psi | |||||
0.77 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Targets WET > 70 psi and DRY >100 psi Tested WET 154 psi and DRY 201 psi
Test was verified on 6/4/2025 ✔