Summary for Test 2026-06-04-104-9
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 | 06/04/2026 | Sample Unique Key | 104 |
|---|---|---|---|
| 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 | 06/05/2026 |
| 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 220991 | |
| 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: 2026-06-04-104
DIME Test ID: 2026-06-04-104-9
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: 2026-07-06
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 07/06/2026
| 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 | |
| 3791.1 g | 3785.4 g | 3788.2 g | 3783.5 g | 3788.5 g | 3789.4 g | |
| 2184.9 g | 2169.0 g | 2179.4 g | 2173.8 g | 2187.1 g | 2179.4 g | |
| 3810.7 g | 3808.7 g | 3806.6 g | 3807.9 g | 3811.2 g | 3805.1 g | |
| 2.496 | 2.496 | 2.496 | 2.496 | 2.496 | 2.496 | |
| 3866.3 g | 3871.5 g | 3864.5 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 | ||||
1625.8 cm^3 | 1639.7 cm^3 | 1627.2 cm^3 | 1634.1 cm^3 | 1624.1 cm^3 | 1625.7 cm^3 | |
2.332 | 2.309 | 2.328 | 2.315 | 2.333 | 2.331 | |
6.6 % | 7.5 % | 6.7 % | 7.3 % | 6.5 % | 6.6 % | |
107.3 cm^3 | 123.0 cm^3 | 109.0 cm^3 | 119.3 cm^3 | 105.6 cm^3 | 107.3 cm^3 | |
3866.2 g | 3871.5 g | 3864.5 g | ||||
3876.9 g | 3883.8 g | 3875.4 g | ||||
3866.3 cm^3 | 3871.5 cm^3 | 3864.5 cm^3 | ||||
75.2 cm^3 | 86.1 cm^3 | 76.3 cm^3 | ||||
70 % | 70 % | 70 % | ||||
15717 N | 14546 N | 17391 N | 27148 N | 25831 N | 24608 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
701 kPa | 649 kPa | 776 kPa | 1213 kPa | 1154 kPa | 1099 kPa | |
103 psi | 168 psi | |||||
0.61 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Targets WET -70 psi and DRY 100 psi / Tested WET -103 psi and DRY 168 psi
Test was verified on 7/6/2026 ✔