Summary for Test 2026-02-13-6-5
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 | 02/13/2026 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 02/13/2026 |
| 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 | PG 70-10 |
| Design binder PG | PG 70-10 | Binder Supplier | Valero |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-02-13-6
DIME Test ID: 2026-02-13-6-5
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: 2026-03-05
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 02/27/2026
| 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 | |
| 3763.6 g | 3766.8 g | 3764.3 g | 3765.8 g | 3766.3 g | 3764.8 g | |
| 2171.2 g | 2166.3 g | 2168.0 g | 2168.3 g | 2160.2 g | 2162.5 g | |
| 3795.3 g | 3793.6 g | 3794.8 g | 3794.4 g | 3786.7 g | 3792.1 g | |
| 2.494 | 2.494 | 2.494 | 2.494 | 2.494 | 2.494 | |
| 3844.3 g | 3848.8 g | 3846.3 g | ||||
| 2171.2 g | 2166.3 g | 2168.0 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1624.1 cm^3 | 1627.3 cm^3 | 1626.8 cm^3 | 1626.1 cm^3 | 1626.5 cm^3 | 1629.6 cm^3 | |
2.317 | 2.315 | 2.314 | 2.316 | 2.316 | 2.310 | |
7.1 % | 7.2 % | 7.2 % | 7.1 % | 7.1 % | 7.4 % | |
115.3 cm^3 | 117.2 cm^3 | 117.1 cm^3 | 115.5 cm^3 | 115.5 cm^3 | 120.6 cm^3 | |
3844.3 g | 3848.8 g | 3846.3 g | ||||
3855.8 g | 3860.6 g | 3858.0 g | ||||
1673.1 cm^3 | 1682.5 cm^3 | 1678.3 cm^3 | ||||
80.7 cm^3 | 82.0 cm^3 | 82.0 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.0 % | 3.4 % | 3.2 % | ||||
24367 N | 23082 N | 23784 N | 34954 N | 35933 N | 34874 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1087 kPa | 1030 kPa | 1061 kPa | 1562 kPa | 1605 kPa | 1558 kPa | |
154 psi | 228 psi | |||||
0.68 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET >70 psi and DRY > 100 psi . Tested WET - 154 psi DRY - 228 psi
Test was verified on 3/5/2026 ✔