Summary for Test 2024-11-27-16-5
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 | 11/27/2024 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 12/10/2024 |
| Sample type | Verification | A brief description of the sample | JMF-PP |
| The quantity of what the sample constitutes | 24 BOXES RWMA | From where was the sample collected | Source |
| First name of sampler or witnessed by | Derrick | Last name of sampler or witnessed by | McCovy |
| Title of sampler | Telephone number of sampler | 6193722435 | |
| Laboratory sample identification | 7003-JMF | Linked DIME Sample ID | 2024-11-27-17 |
| The fabricator/manufacturer/facility name | Vulcan Otay | 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 | 320200 Otay Val | |
| 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: 2024-11-27-16
DIME Test ID: 2024-11-27-16-5
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: 2025-01-17
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 01/10/2025
| 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 | |
| 3851.2 g | 3847.4 g | 3842.8 g | 3849.6 g | 3850.1 g | 3852.4 g | |
| 2207.8 g | 2203.0 g | 2204.2 g | 2207.8 g | 2206.2 g | 2203.5 g | |
| 3867.0 g | 3855.3 g | 3861.2 g | 3864.2 g | 3862.4 g | 3864.6 g | |
| 2.490 | 2.490 | 2.490 | 2.490 | 2.490 | 2.490 | |
| 3930.2 g | 3922.6 g | 3922.8 g | ||||
| 2207.8 g | 2203.0 g | 2204.2 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 130 mmHg | 130 mmHg | 130 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1659.2 cm^3 | 1652.3 cm^3 | 1657.0 cm^3 | 1656.4 cm^3 | 1656.2 cm^3 | 1661.1 cm^3 | |
2.321 | 2.329 | 2.319 | 2.324 | 2.325 | 2.319 | |
6.8 % | 6.5 % | 6.9 % | 6.7 % | 6.6 % | 6.9 % | |
112.8 cm^3 | 107.4 cm^3 | 114.3 cm^3 | 111.0 cm^3 | 109.3 cm^3 | 114.6 cm^3 | |
3930.2 g | 3922.6 g | 3922.8 g | ||||
3941.4 g | 3933.3 g | 3934.2 g | ||||
1722.4 cm^3 | 1719.6 cm^3 | 1718.6 cm^3 | ||||
79.0 cm^3 | 75.2 cm^3 | 80.0 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.8 % | 4.1 % | 3.7 % | ||||
21049 N | 20035 N | 20199 N | 31462 N | 33233 N | 37267 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
939 kPa | 894 kPa | 901 kPa | 1406 kPa | 1485 kPa | 1665 kPa | |
132 psi | 220 psi | |||||
0.6 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET >70 psi and DRY> 100 psi TENSILE > .50
Test was verified on 1/17/2025 ✔