Summary for Test 2023-10-27-25-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993318 DEA: 11423704 EFIS: 1116000059 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-8-R31.8/R41.7 |
| Award Date | 04/01/2022 |
| Closeout Date | Not set |
| Work Description | PLACE CRCP, HMA, MGS, AND WATER POLLUTION CONTROL SYSTEM. |
| Location Description | SAN DIEGO COUNTY NEAR ALPINE FROM VIEJAS CREEK BRIDGE TO PINE VALLEY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/27/2021) |
Sample Information
| Sample Taken Date | 10/27/2023 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 10/31/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA |
| 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 | Ben | Last name of sampler or witnessed by | Smith |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 6526-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 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 21217005SR |
Test Details
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DIME Sample ID: 2023-10-27-25
DIME Test ID: 2023-10-27-25-5
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: 2023-11-28
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 11/14/2023
| 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 | 90.0 mm | 95.0 mm | 95.0 mm | |
| 3794.7 g | 3799.4 g | 3791.5 g | 3843.2 g | 3792.7 g | 3800.5 g | |
| 2136.0 g | 2151.2 g | 2139.2 g | 2184.6 g | 2143.0 g | 2151.7 g | |
| 3806.2 g | 3812.4 g | 3807.0 g | 3857.0 g | 3811.8 g | 3812.8 g | |
| 2.457 | 2.457 | 2.457 | 2.457 | 2.457 | 2.457 | |
| 3881.8 g | 3888.3 g | 38889.4 g | ||||
| 2136.0 g | 2151.2 g | 2139.2 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 101 mmHg | 98 mmHg | 92 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1670.2 cm^3 | 1661.2 cm^3 | 1667.8 cm^3 | 1672.4 cm^3 | 1668.8 cm^3 | 1661.1 cm^3 | |
2.272 | 2.287 | 2.273 | 2.298 | 2.273 | 2.288 | |
7.5 % | 6.9 % | 7.5 % | 6.5 % | 7.5 % | 6.9 % | |
125.3 cm^3 | 114.6 cm^3 | 125.1 cm^3 | 108.7 cm^3 | 125.2 cm^3 | 114.6 cm^3 | |
3882.4 g | 3879.6 g | 3879.1 g | ||||
3894.9 g | 3891.1 g | 3891.6 g | ||||
1745.8 cm^3 | 1737.1 cm^3 | 36750.2 cm^3 | ||||
87.1 cm^3 | 88.9 cm^3 | 35097.9 cm^3 | ||||
70 % | 78 % | 28056 % | ||||
4.5 % | 4.6 % | 2103.5 % | ||||
11659 N | 10750 N | 10969 N | 23434 N | 19544 N | 19356 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 2 | 1 | 2 | 1 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
520 kPa | 480 kPa | 490 kPa | 1105 kPa | 873 kPa | 865 kPa | |
72 psi | 137 psi | |||||
0.53 | ||||||
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Test was verified on 11/28/2023 ✔