Summary for Test 2026-04-21-46-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1002130 DEA: 113A9454 EFIS: 1125000160 |
|---|---|
| DIST-CO-RTE-PM | 11-UNKNOWN--unknown |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Ramp Pavement |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/22/2026) |
Sample Information
| Sample Taken Date | 04/21/2026 | Sample Unique Key | 46 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/22/2026 | Sample type | Verification |
| A brief description of the sample | JMFR | The quantity of what the sample constitutes | 12 boxes |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Eddie |
| Last name of sampler or witnessed by | Bidinger | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Martin Marietta Lake Elsinore | |
| 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 53418180 | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | Valero | |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-04-21-46
DIME Test ID: 2026-04-21-46-6
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: 2026-05-11
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 04/30/2026
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 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 | |
| 3499.1 g | 3501.9 g | 3503.1 g | 3495.8 g | 3501.4 g | 3503.8 g | |
| 1925.0 g | 1918.0 g | 1929.8 g | 1925.7 g | 1928.8 g | 1924.9 g | |
| 3524.1 g | 3516.4 g | 3526.2 g | 3517.6 g | 3526.7 g | 3521.7 g | |
| 2.350 | 2.350 | 2.350 | 2.350 | 2.350 | 2.350 | |
| 3576.3 g | 3578.0 g | 3576.9 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 | ||||
1599.1 cm^3 | 1598.4 cm^3 | 1596.4 cm^3 | 1591.9 cm^3 | 1597.9 cm^3 | 1596.8 cm^3 | |
2.188 | 2.191 | 2.194 | 2.196 | 2.191 | 2.194 | |
6.9 % | 6.8 % | 6.6 % | 6.6 % | 6.8 % | 6.6 % | |
110.3 cm^3 | 108.7 cm^3 | 105.4 cm^3 | 105.1 cm^3 | 108.7 cm^3 | 105.4 cm^3 | |
3576.3 g | 3578.0 g | 3576.9 g | ||||
3587.3 g | 3588.9 g | 3587.4 g | ||||
1651.3 cm^3 | 1660.0 cm^3 | 1647.1 cm^3 | ||||
77.2 cm^3 | 76.1 cm^3 | 73.8 cm^3 | ||||
70 % | 70 % | 70 % | ||||
13862 N | 11661 N | 14217 N | 15991 N | 15525 N | 15591 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
619 kPa | 520 kPa | 634 kPa | 714 kPa | 694 kPa | 697 kPa | |
86 psi | 102 psi | |||||
0.84 | ||||||
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Test was verified on 5/11/2026 ✔