Summary for Test 2023-11-10-45-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993529 DEA: 11430514 EFIS: 1119000008 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-15-R31.3/R37.1 |
| Award Date | 05/27/2022 |
| Closeout Date | Not set |
| Work Description | CRCP, FIBER OPTIC CABLE, AND HMA. |
| Location Description | SAN DIEGO COUNTY IN AND NEAR ESCONDIDO FROM 0.2 MILE SOUTH OF ROUTE 15/78 SEPARATION TO 0.5 MILE NORTH OF DEER SPRINGS ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 02/07/2022) |
Sample Information
| Sample Taken Date | 11/10/2023 | Sample Unique Key | 45 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/13/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4" HMA PSU | The quantity of what the sample constitutes | 12 boxes 3 bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | Jesse |
| Last name of sampler or witnessed by | Fuentes | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 6634-PSU | |
| Linked DIME Sample ID | 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 | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 53417105 | |
| 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: 2023-11-10-45
DIME Test ID: 2023-11-10-45-5
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: 2023-11-30
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 11/28/2023
| 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 | |
| 3708.7 g | 3711.0 g | 3713.2 g | 3706.7 g | 3707.6 g | 3712.0 g | |
| 2098.9 g | 2103.6 g | 2100.0 g | 2102.5 g | 2098.5 g | 2101.8 g | |
| 3721.4 g | 3730.4 g | 3729.5 g | 3719.4 g | 3727.2 g | 3731.4 g | |
| 2.462 | 2.462 | 2.462 | 2.462 | 2.462 | 2.462 | |
| 3790.0 g | 3795.0 g | 3798.0 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 | ||||
1622.5 cm^3 | 1626.8 cm^3 | 1629.5 cm^3 | 1616.9 cm^3 | 1628.7 cm^3 | 1629.6 cm^3 | |
2.286 | 2.281 | 2.279 | 2.292 | 2.276 | 2.278 | |
7.1 % | 7.4 % | 7.4 % | 6.9 % | 7.6 % | 7.5 % | |
115.2 cm^3 | 120.4 cm^3 | 120.6 cm^3 | 111.6 cm^3 | 123.8 cm^3 | 122.2 cm^3 | |
3789.3 g | 3795.3 g | 3797.6 g | ||||
3800.9 g | 3807.3 g | 3809.7 g | ||||
1691.1 cm^3 | 1691.4 cm^3 | 1698.0 cm^3 | ||||
81.3 cm^3 | 84.0 cm^3 | 84.8 cm^3 | ||||
71 % | 70 % | 70 % | ||||
20191 N | 20924 N | 18291 N | 20733 N | 19977 N | 18487 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
1 | 2 | 2 | 1 | 2 | 1 | |
901 kPa | 934 kPa | 816 kPa | 926 kPa | 892 kPa | 826 kPa | |
128 psi | 128 psi | |||||
1 | ||||||
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Test was verified on 11/30/2023 ✔