Summary for Test 2023-06-19-51-7
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 213811 DEA: 112T2184 EFIS: 1116000174 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-R38.4/R47.3 |
| Award Date | 10/29/2018 |
| Closeout Date | 01/03/2024 |
| Work Description | (Alternative Delivery) Construct HOV lanes, soundwalls, culvert rehab, ITS, and bike trail on I-5 . NCC I-5 Highway Improvement. |
| Location Description | IN SAN DIEGO COUNTY IN ENCINITAS AND CARLSBAD FROM SAN ELIJO LAGOON BRIDGE TO 0.3 MILE NORTH OF PALOMAR AIRPORT ROAD OVERCROSSING. |
| QA Service Level | 1 (Verified on 12/19/2018) |
Sample Information
| Sample Taken Date | 06/19/2023 | Sample Unique Key | 51 |
|---|---|---|---|
| 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 | 06/19/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA PSU |
| The quantity of what the sample constitutes | 8 boxes 5 bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | MARCO | Last name of sampler or witnessed by | ESTUDILLO |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Carroll Canyon | 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 | 220817 CC SJR R15 | |
| 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: 2023-06-19-51
DIME Test ID: 2023-06-19-51-7
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: 2023-09-07
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 07/14/2023
| 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 | 95.0 mm | 95.0 mm | 95.0 mm | |
| 3758.6 g | 3774.4 g | 3762.3 g | 3769.9 g | 3768.7 g | 3808.1 g | |
| 2148.5 g | 2178.7 g | 2163.3 g | 2175.1 g | 2167.9 g | 2211.3 g | |
| 3775.9 g | 3798.6 g | 3789.5 g | 3799.3 g | 3796.1 g | 3843.3 g | |
| 2.499 | 2.499 | 2.499 | 2.499 | 2.499 | 2.499 | |
| 3852.6 g | 3853.1 g | 3850.9 g | ||||
| 2148.5 g | 2178.7 g | 2163.3 g | ||||
| 95.3 mm | 95.4 mm | 95.4 mm | ||||
| 109 mmHg | 98 mmHg | 103 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1627.4 cm^3 | 1619.9 cm^3 | 1626.2 cm^3 | 1624.2 cm^3 | 1628.2 cm^3 | 1632.0 cm^3 | |
2.310 | 2.330 | 2.314 | 2.321 | 2.315 | 2.333 | |
7.6 % | 6.8 % | 7.4 % | 7.1 % | 7.4 % | 6.6 % | |
123.7 cm^3 | 110.2 cm^3 | 120.3 cm^3 | 115.3 cm^3 | 120.5 cm^3 | 107.7 cm^3 | |
3845.2 g | 3851.5 g | 3846.5 g | ||||
3857.6 g | 3862.6 g | 3858.5 g | ||||
1704.1 cm^3 | 1674.4 cm^3 | 1687.6 cm^3 | ||||
94.0 cm^3 | 78.7 cm^3 | 88.6 cm^3 | ||||
76 % | 71 % | 74 % | ||||
4.7 % | 3.4 % | 3.8 % | ||||
17701 N | 29112 N | 19229 N | 26596 N | 34453 N | 32940 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
5 | 2 | 5 | 4 | 3 | 3 | |
0 | 0 | 0 | 0 | 0 | 0 | |
788 kPa | 1295 kPa | 855 kPa | 1188 kPa | 1539 kPa | 1472 kPa | |
142 psi | 203 psi | |||||
0.7 | ||||||
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Test was verified on 9/7/2023 ✔