Summary for Test 2025-07-09-34-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001213 DEA: 11431644 EFIS: 1122000232 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-78-N17.7 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Cold plane, RHMA overlay, Concrete Barriers, Landscape and Electrical. |
| Location Description | IN SAN DIEGO COUNTY FROM ROUTE 78/5 SEPARATION TO 0.3 MILE EAST OF ESCONDIDO BOULEVARD UNDERCROSSING. |
| QA Service Level | 1 (Verified on 05/07/2025) |
Sample Information
| Sample Taken Date | 07/09/2025 | Sample Unique Key | 34 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/10/2025 | Sample type | Quality Assurance |
| A brief description of the sample | JMFV | 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 | 6199366795 | Laboratory sample identification | 25-07-09-34-JMFV |
| Linked DIME Sample ID | 2025-07-09-35 | 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 | 21218180 | |
| 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: 2025-07-09-34
DIME Test ID: 2025-07-09-34-5
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: 2025-07-23
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 07/23/2025
| 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 | |
| 3646.5 g | 3645.5 g | 3646.1 g | 3644.7 g | 3644.5 g | 3645.8 g | |
| 2045.8 g | 2044.0 g | 2041.3 g | 2045.1 g | 2046.2 g | 2042.5 g | |
| 3664.2 g | 3665.2 g | 3663.9 g | 3663.8 g | 3664.2 g | 3665.7 g | |
| 2.420 | 2.420 | 2.420 | 2.420 | 2.420 | 2.420 | |
| 3724.7 g | 3726.1 g | 3726.7 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 | ||||
1618.4 cm^3 | 1621.2 cm^3 | 1622.6 cm^3 | 1618.7 cm^3 | 1618.0 cm^3 | 1623.2 cm^3 | |
2.253 | 2.249 | 2.247 | 2.252 | 2.252 | 2.246 | |
6.9 % | 7.1 % | 7.1 % | 6.9 % | 6.9 % | 7.2 % | |
111.7 cm^3 | 115.1 cm^3 | 115.2 cm^3 | 111.7 cm^3 | 111.6 cm^3 | 116.9 cm^3 | |
3724.7 g | 3726.1 g | 3726.7 g | ||||
3735.9 g | 3737.6 g | 3738.3 g | ||||
1678.9 cm^3 | 1682.1 cm^3 | 1685.4 cm^3 | ||||
78.2 cm^3 | 80.6 cm^3 | 80.6 cm^3 | ||||
70 % | 70 % | 70 % | ||||
12562 N | 9559 N | 11512 N | 15787 N | 15608 N | 14857 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
561 kPa | 427 kPa | 514 kPa | 705 kPa | 697 kPa | 664 kPa | |
73 psi | 100 psi | |||||
0.73 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies WET Target > 70 psi, tested 73 psi and DRY Target > 100 psi, Tested 100 psi
Test was verified on 7/23/2025 ✔