Summary for Test 2026-07-23-86-5
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 | 07/23/2026 | Sample Unique Key | 86 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/23/2026 | 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 | 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 | Pyramid Construction - Heber | |
| 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | SP 2024 | |
| 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: 2026-07-23-86
DIME Test ID: 2026-07-23-86-5
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: 2026-09-10
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 09/10/2026
| 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 | |
| 3785.9 g | 3783.2 g | 3784.8 g | 3786.9 g | 3786.8 g | 3782.7 g | |
| 2191.6 g | 2183.8 g | 2188.6 g | 2190.3 g | 2189.1 g | 2187.8 g | |
| 3826.1 g | 3811.1 g | 3820.2 g | 3824.9 g | 3823.7 g | 3813.5 g | |
| 2.505 | 2.505 | 2.505 | 2.505 | 2.505 | 2.505 | |
| 3873.6 g | 3865.3 g | 3869.3 g | ||||
| 95.1 mm | 95.1 mm | 94.1 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1634.5 cm^3 | 1627.3 cm^3 | 1631.6 cm^3 | 1634.6 cm^3 | 1634.6 cm^3 | 1625.7 cm^3 | |
2.316 | 2.325 | 2.320 | 2.317 | 2.317 | 2.327 | |
7.5 % | 7.2 % | 7.4 % | 7.5 % | 7.5 % | 7.1 % | |
122.6 cm^3 | 117.2 cm^3 | 120.7 cm^3 | 122.6 cm^3 | 122.6 cm^3 | 115.4 cm^3 | |
3871.7 g | 3865.2 g | 3869.3 g | ||||
3884.0 g | 3877.0 g | 3881.4 g | ||||
3873.6 cm^3 | 3865.3 cm^3 | 3869.3 cm^3 | ||||
87.7 cm^3 | 82.1 cm^3 | 84.5 cm^3 | ||||
72 % | 70 % | 70 % | ||||
26797 N | 24743 N | 25454 N | 33585 N | 33573 N | 34117 N | |
1 | 1 | 0 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1196 kPa | 1104 kPa | 1148 kPa | 1500 kPa | 1500 kPa | 1524 kPa | |
167 psi | 219 psi | |||||
0.76 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET> 70 psi and DRY > 100 psi
Test was verified on 9/10/2026 ✔