Summary for Test 2025-09-03-62-5
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 | 09/03/2025 | Sample Unique Key | 62 |
|---|---|---|---|
| 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 | 09/03/2025 |
| Sample type | Verification | A brief description of the sample | JMF Verification |
| 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 | 6199366795 |
| Laboratory sample identification | 25-09-03-62-JMFV | Linked DIME Sample ID | 2025-09-03-63 |
| The fabricator/manufacturer/facility name | Vulcan Escondido | 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 | 320300 Esc Val | |
| Binder content (%) | 5.3 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero |
| RAP content (%) | 22 | WMA Additives | No |
| Antistrip type | No |
Test Details
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DIME Sample ID: 2025-09-03-62
DIME Test ID: 2025-09-03-62-5
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: 2025-10-08
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 10/07/2025
| 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 | |
| 3772.2 g | 3771.9 g | 3770.6 g | 3773.4 g | 3773.9 g | 3771.4 g | |
| 2145.1 g | 2141.4 g | 2146.4 g | 2146.6 g | 2147.2 g | 2140.9 g | |
| 3787.5 g | 3785.8 g | 3787.5 g | 3788.2 g | 3789.7 g | 3782.2 g | |
| 2.476 | 2.476 | 2.476 | 2.476 | 2.476 | 2.476 | |
| 3855.0 g | 3857.1 g | 3853.4 g | ||||
| 2145.1 g | 2141.4 g | 2146.4 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 | ||||
1642.4 cm^3 | 1644.4 cm^3 | 1641.1 cm^3 | 1641.6 cm^3 | 1642.5 cm^3 | 1641.3 cm^3 | |
2.297 | 2.294 | 2.298 | 2.299 | 2.298 | 2.298 | |
7.2 % | 7.4 % | 7.2 % | 7.1 % | 7.2 % | 7.2 % | |
118.3 cm^3 | 121.7 cm^3 | 118.2 cm^3 | 116.6 cm^3 | 118.3 cm^3 | 118.2 cm^3 | |
3855.0 g | 3857.1 g | 3853.3 g | ||||
3866.8 g | 3869.3 g | 3865.2 g | ||||
1709.9 cm^3 | 1715.7 cm^3 | 1707.0 cm^3 | ||||
82.8 cm^3 | 85.2 cm^3 | 82.8 cm^3 | ||||
70 % | 70 % | 70 % | ||||
4.1 % | 4.3 % | 4.0 % | ||||
18233 N | 19354 N | 18580 N | 26067 N | 23131 N | 24937 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
814 kPa | 864 kPa | 829 kPa | 1165 kPa | 1033 kPa | 1114 kPa | |
121 psi | 160 psi | |||||
0.76 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Targets WET > 70 psi tested 121 psi DRY > 100 psi Tested 160 psi
Test was verified on 10/8/2025 ✔