Summary for Test 2026-05-05-35-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1002191 DEA: 11432934 EFIS: 1126000018 |
|---|---|
| DIST-CO-RTE-PM | 11-UNKNOWN-- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 05/05/2026 | Sample Unique Key | 35 |
|---|---|---|---|
| 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 | 05/05/2026 |
| 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 | 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 | 1-1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 16 | |
| 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: 2026-05-05-35
DIME Test ID: 2026-05-05-35-4
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: 2026-05-26
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 05/19/2026
| 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 | |
| 3771.9 g | 3775.1 g | 3770.1 g | 3774.1 g | 3774.5 g | 3773.3 g | |
| 2179.9 g | 2191.2 g | 2175.0 g | 2183.3 g | 2188.1 g | 2187.8 g | |
| 3796.2 g | 3801.4 g | 3792.7 g | 3801.4 g | 3800.8 g | 3797.5 g | |
| 2.513 | 2.513 | 2.513 | 2.513 | 2.513 | 2.513 | |
| 3852.3 g | 3850.7 g | 3852.8 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 | ||||
1616.3 cm^3 | 1610.2 cm^3 | 1617.7 cm^3 | 1618.1 cm^3 | 1612.7 cm^3 | 1609.7 cm^3 | |
2.334 | 2.344 | 2.331 | 2.332 | 2.340 | 2.344 | |
7.1 % | 6.7 % | 7.2 % | 7.2 % | 6.9 % | 6.7 % | |
114.8 cm^3 | 107.9 cm^3 | 116.5 cm^3 | 116.5 cm^3 | 111.3 cm^3 | 107.8 cm^3 | |
3852.3 g | 3850.6 g | 3851.7 g | ||||
3863.7 g | 3861.4 g | 3863.3 g | ||||
1672.4 cm^3 | 1659.5 cm^3 | 1677.8 cm^3 | ||||
80.4 cm^3 | 75.6 cm^3 | 82.7 cm^3 | ||||
70 % | 70 % | 71 % | ||||
20301 N | 20001 N | 18108 N | 28284 N | 29254 N | 29661 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
906 kPa | 893 kPa | 808 kPa | 1264 kPa | 1307 kPa | 1325 kPa | |
126 psi | 188 psi | |||||
0.67 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Targets WET > 70 psi and Dry > 100 psi Tested WET 126 psi and DRY 188 psi
Test was verified on 5/26/2026 ✔