Summary for Test 2025-09-03-36-5
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 | 36 |
|---|---|---|---|
| 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 | 25-09-03-36-JMFV |
| Linked DIME Sample ID | 2025-09-03-37 | 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 220305 Esc Val | |
| Binder content (%) | 4.7 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero |
| RAP content (%) | 22 | WMA Additives | No |
| Antistrip type | Liquid |
Test Details
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DIME Sample ID: 2025-09-03-36
DIME Test ID: 2025-09-03-36-5
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: 2025-10-01
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 10/01/2025
| 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 | |
| 3795.2 g | 3791.4 g | 3791.8 g | 3796.1 g | 3795.2 g | 3795.6 g | |
| 2191.7 g | 2186.2 g | 2180.5 g | 2182.0 g | 2191.2 g | 2187.8 g | |
| 3821.6 g | 3812.2 g | 3812.1 g | 3810.7 g | 3822.9 g | 3817.2 g | |
| 2.512 | 2.512 | 2.512 | 2.512 | 2.512 | 2.512 | |
| 3878.5 g | 3873.4 g | 3877.5 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 | ||||
1629.9 cm^3 | 1626.0 cm^3 | 1631.6 cm^3 | 1628.7 cm^3 | 1631.7 cm^3 | 1629.4 cm^3 | |
2.328 | 2.332 | 2.324 | 2.331 | 2.326 | 2.329 | |
7.3 % | 7.2 % | 7.5 % | 7.2 % | 7.4 % | 7.3 % | |
119.0 cm^3 | 117.1 cm^3 | 122.4 cm^3 | 117.3 cm^3 | 120.7 cm^3 | 118.9 cm^3 | |
3878.5 g | 3873.4 g | 3877.5 g | ||||
3890.4 g | 3885.1 g | 3889.7 g | ||||
1686.8 cm^3 | 1687.2 cm^3 | 1697.0 cm^3 | ||||
83.3 cm^3 | 82.0 cm^3 | 85.7 cm^3 | ||||
70 % | 70 % | 70 % | ||||
20960 N | 20128 N | 17686 N | 21645 N | 27054 N | 26151 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
935 kPa | 898 kPa | 789 kPa | 967 kPa | 1209 kPa | 1168 kPa | |
127 psi | 162 psi | |||||
0.78 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 psi and DRY > 100 psi / Tested WET 127 psi and DRY 162 psi
Test was verified on 10/1/2025 ✔