Summary for Test 2024-11-27-14-5
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 | 14 |
|---|---|---|---|
| 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 | 7002-JMF | Linked DIME Sample ID | 2024-11-27-15 |
| 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 220200 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: 2024-11-27-14
DIME Test ID: 2024-11-27-14-5
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: 2025-01-16
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 01/08/2025
| 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 | |
| 3855.6 g | 3845.2 g | 3859.2 g | 3849.6 g | 3855.9 g | 3854.2 g | |
| 2225.6 g | 2218.8 g | 2233.1 g | 2222.7 g | 2215.8 g | 2225.1 g | |
| 3868.9 g | 3863.0 g | 3873.5 g | 3864.2 g | 3862.4 g | 3864.6 g | |
| 2.518 | 2.518 | 2.518 | 2.518 | 2.518 | 2.518 | |
| 3933.9 g | 3926.9 g | 3935.0 g | ||||
| 2225.6 g | 2218.8 g | 2233.1 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 | ||||
1643.3 cm^3 | 1644.2 cm^3 | 1640.4 cm^3 | 1641.5 cm^3 | 1646.6 cm^3 | 1639.5 cm^3 | |
2.346 | 2.339 | 2.353 | 2.345 | 2.342 | 2.351 | |
6.8 % | 7.1 % | 6.6 % | 6.9 % | 7.0 % | 6.6 % | |
111.7 cm^3 | 116.7 cm^3 | 108.3 cm^3 | 113.3 cm^3 | 115.3 cm^3 | 108.2 cm^3 | |
3933.8 g | 3926.9 g | 3935.0 g | ||||
3945.0 g | 3938.6 g | 3945.8 g | ||||
1708.3 cm^3 | 1708.1 cm^3 | 1701.9 cm^3 | ||||
78.3 cm^3 | 81.7 cm^3 | 75.8 cm^3 | ||||
70 % | 70 % | 70 % | ||||
4.0 % | 3.9 % | 3.7 % | ||||
20057 N | 19657 N | 23238 N | 23238 N | 20988 N | 34723 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
895 kPa | 877 kPa | 1037 kPa | 1038 kPa | 938 kPa | 1551 kPa | |
136 psi | 170 psi | |||||
0.8 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Targets - WET >70 psi and DRY > 100 psi
Test was verified on 1/16/2025 ✔