Summary for Test 2025-08-14-55-5
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 | 08/14/2025 | Sample Unique Key | 55 |
|---|---|---|---|
| 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 | 08/15/2025 |
| 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 | 25-08-14-55-JMFV | Linked DIME Sample ID | 2025-08-14-56 |
| The fabricator/manufacturer/facility name | Martin Marietta | 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 21218180AH | |
| Binder content (%) | 7.5 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 64-16 | Binder Supplier | SJR |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type | 1% |
Test Details
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DIME Sample ID: 2025-08-14-55
DIME Test ID: 2025-08-14-55-5
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: 2025-08-27
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 08/27/2025
| 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 | |
| 3646.9 g | 3647.2 g | 3638.8 g | 3647.4 g | 3647.8 g | 3646.8 g | |
| 2041.5 g | 2042.0 g | 2029.8 g | 2042.1 g | 2042.7 g | 2040.0 g | |
| 3672.5 g | 3673.4 g | 3656.2 g | 3673.5 g | 3671.8 g | 3672.4 g | |
| 2.399 | 2.399 | 2.399 | 2.399 | 2.399 | 2.399 | |
| 3724.5 g | 3724.8 g | 3716.2 g | ||||
| 2041.5 g | 2042.0 g | 2029.8 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1631.0 cm^3 | 1631.4 cm^3 | 1626.4 cm^3 | 1631.4 cm^3 | 1629.1 cm^3 | 1632.4 cm^3 | |
2.236 | 2.236 | 2.237 | 2.236 | 2.239 | 2.234 | |
6.8 % | 6.8 % | 6.8 % | 6.8 % | 6.7 % | 6.9 % | |
110.9 cm^3 | 110.9 cm^3 | 110.6 cm^3 | 110.9 cm^3 | 109.1 cm^3 | 112.6 cm^3 | |
3724.5 g | 3724.8 g | 3716.2 g | ||||
3735.6 g | 3735.9 g | 3727.3 g | ||||
1683.0 cm^3 | 1682.8 cm^3 | 1686.4 cm^3 | ||||
77.6 cm^3 | 77.6 cm^3 | 77.4 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.2 % | 3.2 % | 3.7 % | ||||
12575 N | 13345 N | 11690 N | 16543 N | 14790 N | 16062 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
561 kPa | 596 kPa | 522 kPa | 739 kPa | 661 kPa | 718 kPa | |
81 psi | 102 psi | |||||
0.79 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 psi and DRY> 100 psi / Tested WET - 81 psi and DRY - 102 psi
Test was verified on 8/27/2025 ✔