Summary for Test 2024-10-08-114-5
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 | 10/08/2024 | Sample Unique Key | 114 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/08/2024 | Sample type | Verification |
| A brief description of the sample | JMF | The quantity of what the sample constitutes | 36 boxes |
| From where was the sample collected | Source | First name of sampler or witnessed by | Ben |
| Last name of sampler or witnessed by | Smith | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 7001-JMF | |
| Linked DIME Sample ID | 2024-10-08-115 | 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 | Not Applicable |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 23417105 MM | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2024-10-08-114
DIME Test ID: 2024-10-08-114-5
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: 2024-11-25
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 11/19/2024
| 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 | |
| 3841.7 g | 3856.4 g | 3856.4 g | 3856.9 g | 3854.0 g | 3858.4 g | |
| 2210.9 g | 2230.5 g | 2234.2 g | 2233.5 g | 2233.2 g | 2228.2 g | |
| 3857.4 g | 3876.7 g | 3874.1 g | 3871.7 g | 3876.5 g | 3873.1 g | |
| 2.517 | 2.517 | 2.517 | 2.517 | 2.517 | 2.517 | |
| 3916.3 g | 3935.9 g | 3932.1 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 | ||||
1646.5 cm^3 | 1646.2 cm^3 | 1639.9 cm^3 | 1638.2 cm^3 | 1643.3 cm^3 | 1644.9 cm^3 | |
2.333 | 2.343 | 2.352 | 2.354 | 2.345 | 2.346 | |
7.3 % | 6.9 % | 6.6 % | 6.5 % | 6.8 % | 6.8 % | |
120.2 cm^3 | 113.6 cm^3 | 108.2 cm^3 | 106.5 cm^3 | 111.7 cm^3 | 111.9 cm^3 | |
3925.8 g | 3935.9 g | 3932.1 g | ||||
3937.9 g | 3947.3 g | 3943.0 g | ||||
1705.4 cm^3 | 1705.4 cm^3 | 1697.9 cm^3 | ||||
74.6 cm^3 | 79.5 cm^3 | 75.7 cm^3 | ||||
62 % | 70 % | 70 % | ||||
21952 N | 22695 N | 26640 N | 28362 N | 29403 N | 30043 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
980 kPa | 1013 kPa | 1189 kPa | 1267 kPa | 1314 kPa | 1342 kPa | |
154 psi | 190 psi | |||||
0.81 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target Wet>70 and Dry>100 Tensile Strength>.50
Test was verified on 11/25/2024 ✔