Summary for Test 2025-05-08-29-5
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 | 05/08/2025 | Sample Unique Key | 29 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/09/2025 | 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 | Gerardo |
| Last name of sampler or witnessed by | Cordero | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | 25-05-08-29-PSU | |
| Linked DIME Sample ID | 2025-05-08-31 | 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 21218080SR 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
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: 2025-05-08-29
DIME Test ID: 2025-05-08-29-5
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: 2025-05-21
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 05/20/2025
| 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 | |
| 3630.2 g | 3628.8 g | 3630.0 g | 3631.1 g | 3631.3 g | 3631.5 g | |
| 2026.1 g | 2027.3 g | 2026.8 g | 2026.4 g | 2026.9 g | 2028.1 g | |
| 3648.9 g | 3646.7 g | 3646.2 g | 3647.2 g | 3648.4 g | 3648.2 g | |
| 2.403 | 2.403 | 2.403 | 2.403 | 2.403 | 2.403 | |
| 3708.6 g | 3704.8 g | 3706.0 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 | ||||
1622.8 cm^3 | 1619.4 cm^3 | 1619.4 cm^3 | 1620.8 cm^3 | 1621.5 cm^3 | 1620.1 cm^3 | |
2.237 | 2.241 | 2.242 | 2.240 | 2.239 | 2.242 | |
6.9 % | 6.7 % | 6.7 % | 6.8 % | 6.8 % | 6.7 % | |
112.0 cm^3 | 108.5 cm^3 | 108.5 cm^3 | 110.2 cm^3 | 110.3 cm^3 | 108.5 cm^3 | |
3708.6 g | 3704.8 g | 3705.9 g | ||||
3719.8 g | 3715.6 g | 3716.8 g | ||||
1682.5 cm^3 | 1677.5 cm^3 | 1679.2 cm^3 | ||||
78.4 cm^3 | 76.0 cm^3 | 76.0 cm^3 | ||||
70 % | 70 % | 70 % | ||||
5142 N | 7887 N | 5778 N | 10618 N | 10115 N | 10685 N | |
1 | 1 | 1 | 2 | 2 | 2 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
229 kPa | 352 kPa | 258 kPa | 474 kPa | 452 kPa | 477 kPa | |
41 psi | 68 psi | |||||
0.6 | ||||||
General comments (publicly viewable) (Max 1000 characters): Does Not Comply Target WET >70 and DRY > 100 Tested WET - 41 and DRY - 68
Test was verified on 5/21/2025 ✔