Summary for Test 2026-07-08-42-10
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 07/08/2026 | Sample Unique Key | 42 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/08/2026 | Sample type | Verification |
| A brief description of the sample | JMF | 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 | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Carrol Canyon | |
| 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 320912 CC | |
| 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: 2026-07-08-42
DIME Test ID: 2026-07-08-42-10
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: 2026-07-27
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 07/27/2026
| 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 | |
| 3768.9 g | 3767.0 g | 3767.8 g | 3766.7 g | 3768.4 g | 3769.8 g | |
| 2163.1 g | 2157.0 g | 2165.8 g | 2156.0 g | 2162.2 g | 2164.5 g | |
| 3794.0 g | 3790.2 g | 3789.0 g | 3789.1 g | 3795.9 g | 3793.2 g | |
| 2.489 | 2.489 | 2.489 | 2.489 | 2.489 | 2.489 | |
| 3851.1 g | 3850.4 g | 3844.0 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 | ||||
1630.9 cm^3 | 1633.2 cm^3 | 1623.2 cm^3 | 1633.1 cm^3 | 1633.7 cm^3 | 1628.7 cm^3 | |
2.311 | 2.307 | 2.321 | 2.306 | 2.307 | 2.315 | |
7.2 % | 7.3 % | 6.7 % | 7.4 % | 7.3 % | 7.0 % | |
117.4 cm^3 | 119.2 cm^3 | 108.8 cm^3 | 120.8 cm^3 | 119.3 cm^3 | 114.0 cm^3 | |
3851.1 g | 3850.4 g | 3844.0 g | ||||
3862.8 g | 3862.4 g | 3854.8 g | ||||
3851.1 cm^3 | 3850.4 cm^3 | 3844.0 cm^3 | ||||
82.2 cm^3 | 83.4 cm^3 | 76.2 cm^3 | ||||
70 % | 70 % | 70 % | ||||
13325 N | 15056 N | 16575 N | 28492 N | 28709 N | 29102 N | |
1 | 1 | 0 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
595 kPa | 672 kPa | 740 kPa | 1273 kPa | 1283 kPa | 1300 kPa | |
97 psi | 186 psi | |||||
0.52 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 psi and DRY > 100 psi Tested WET -97 psi and DRY- 186 psi
Test was verified on 7/27/2026 ✔