Summary for Test 2026-01-08-12-5
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 | 01/08/2026 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 01/08/2026 |
| 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 | TET | Telephone number of sampler | 6199021073 |
| Laboratory sample identification | 26-01-08-12-JMFR | Linked DIME Sample ID | 2026-01-08-11 |
| The fabricator/manufacturer/facility name | API Gateway | 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 | 39 API Val | |
| Binder content (%) | 4.5 | Virgin binder PG | PG 70-10 |
| Design binder PG | PG 70-10 | Binder Supplier | Valero |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2026-01-08-12
DIME Test ID: 2026-01-08-12-5
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: 2026-01-16
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 01/15/2026
| 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 | |
| 3794.8 g | 3794.3 g | 3794.5 g | 3795.6 g | 3793.5 g | 3793.0 g | |
| 2168.2 g | 2170.8 g | 2170.7 g | 2170.3 g | 2165.6 g | 2164.3 g | |
| 3809.1 g | 3809.3 g | 3810.1 g | 3809.5 g | 3804.8 g | 3805.1 g | |
| 2.479 | 2.479 | 2.479 | 2.479 | 2.479 | 2.479 | |
| 3871.8 g | 3870.0 g | 3870.2 g | ||||
| 2168.2 g | 2170.8 g | 2170.7 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 | ||||
1640.9 cm^3 | 1638.5 cm^3 | 1639.4 cm^3 | 1639.2 cm^3 | 1639.2 cm^3 | 1640.8 cm^3 | |
2.313 | 2.316 | 2.315 | 2.316 | 2.314 | 2.312 | |
6.7 % | 6.6 % | 6.6 % | 6.6 % | 6.7 % | 6.7 % | |
109.9 cm^3 | 108.1 cm^3 | 108.2 cm^3 | 108.2 cm^3 | 109.8 cm^3 | 109.9 cm^3 | |
3871.7 g | 3870.0 g | 3870.2 g | ||||
3882.7 g | 3880.8 g | 3881.1 g | ||||
1703.6 cm^3 | 1699.2 cm^3 | 1699.5 cm^3 | ||||
77.0 cm^3 | 75.7 cm^3 | 75.7 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.8 % | 3.7 % | 3.7 % | ||||
23153 N | 26124 N | 24145 N | 27948 N | 31315 N | 27993 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1033 kPa | 1166 kPa | 1078 kPa | 1249 kPa | 1399 kPa | 1251 kPa | |
158 psi | 188 psi | |||||
0.84 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET - 70 psi DRY- 100 psi Tested WET 158 psi and DRY 188 psi
Test was verified on 1/16/2026 ✔