Summary for Test 2024-06-04-57-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995013 DEA: 11424804 EFIS: 1116000068 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-54-0/6.4 |
| Award Date | 05/30/2023 |
| Closeout Date | 08/21/2025 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 07/24/2023) |
Sample Information
| Sample Taken Date | 06/04/2024 | Sample Unique Key | 57 |
|---|---|---|---|
| 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 | 06/06/2024 |
| Sample type | Quality Assurance | A brief description of the sample | PSU |
| The quantity of what the sample constitutes | 8 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 | 619-380-4522 | |
| Laboratory sample identification | 0302-PSU | Linked DIME Sample ID | |
| 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 | 221534 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: 2024-06-04-57
DIME Test ID: 2024-06-04-57-5
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: 2024-06-17
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 06/13/2024
| 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 | |
| 3805.9 g | 3800.1 g | 3806.7 g | 3801.1 g | 3798.5 g | 3800.0 g | |
| 2192.7 g | 2191.9 g | 2195.4 g | 2183.5 g | 2185.2 g | 2188.8 g | |
| 3821.1 g | 3821.2 g | 3827.0 g | 3814.3 g | 3814.2 g | 3814.8 g | |
| 2.521 | 2.521 | 2.521 | 2.521 | 2.521 | 2.521 | |
| 3895.4 g | 3892.8 g | 3903.1 g | ||||
| 2192.7 g | 2191.9 g | 2195.4 g | ||||
| 95.2 mm | 95.2 mm | 95.2 mm | ||||
| 95 mmHg | 95 mmHg | 95 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1628.4 cm^3 | 1629.3 cm^3 | 1631.6 cm^3 | 1630.8 cm^3 | 1629.0 cm^3 | 1626.0 cm^3 | |
2.337 | 2.332 | 2.333 | 2.331 | 2.332 | 2.337 | |
7.3 % | 7.5 % | 7.5 % | 7.5 % | 7.5 % | 7.3 % | |
118.9 cm^3 | 122.2 cm^3 | 122.4 cm^3 | 122.3 cm^3 | 122.2 cm^3 | 118.7 cm^3 | |
3889.1 g | 3885.6 g | 3892.4 g | ||||
3901.0 g | 3897.9 g | 3904.6 g | ||||
1702.7 cm^3 | 1700.9 cm^3 | 1707.7 cm^3 | ||||
89.5 cm^3 | 92.7 cm^3 | 96.4 cm^3 | ||||
75 % | 76 % | 79 % | ||||
4.6 % | 4.4 % | 4.7 % | ||||
23562 N | 24083 N | 19737 N | 25226 N | 28967 N | 30803 N | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
1050 kPa | 1074 kPa | 880 kPa | 1127 kPa | 1294 kPa | 1376 kPa | |
145 psi | 184 psi | |||||
0.79 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Wet > 70 and Dry > 100
Test was verified on 6/17/2024 ✔