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 |
|---|---|---|---|
| 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 | 05/09/2025 |
| 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
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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 | ||||
| 2026.1 g | 2027.3 g | 2026.8 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 % | ||||
3.7 % | 3.6 % | 3.7 % | ||||
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 ✔