Summary for Test 2025-10-06-56-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994901 DEA: 112T3434 EFIS: 1120000081 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-5.1/8.3 |
| Award Date | 01/29/2024 |
| Closeout Date | Not set |
| Work Description | SOUNDWALLS, WIDEN FREEWAY, STRUCTURES, LANDSCAPE AND ELECTRICAL. |
| Location Description | SAN DIEGO COUNTY IN CHULA VISTA FROM PALOMAR STREET OVERCROSSING TO 0.5 MILE NORTH OF BONITA ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 03/21/2024) |
Sample Information
| Sample Taken Date | 10/06/2025 | Sample Unique Key | 56 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/07/2025 | Sample type | Production Start-Up |
| A brief description of the sample | PSU | The quantity of what the sample constitutes | 12 boxes |
| From where was the sample collected | Source | First name of sampler or witnessed by | Mohammed |
| Last name of sampler or witnessed by | Masud | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 25-10-06-56-PSU | |
| Linked DIME Sample ID | 2025-10-06-57 | 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 (%) | 4.7 | Virgin binder PG | PG58-16 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero |
| RAP content (%) | 22 | WMA Additives | No |
| Antistrip type | None |
Test Details
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DIME Sample ID: 2025-10-06-56
DIME Test ID: 2025-10-06-56-5
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: 2025-11-03
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 10/29/2025
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 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 | |
| 3798.4 g | 3778.0 g | 3776.4 g | 3778.1 g | 3775.2 g | 3777.7 g | |
| 2185.2 g | 2177.4 g | 2181.9 g | 2179.5 g | 2165.3 g | 2175.8 g | |
| 3810.0 g | 3798.1 g | 3796.1 g | 3795.5 g | 3784.8 g | 3792.5 g | |
| 2.505 | 2.505 | 2.505 | 2.505 | 2.505 | 2.505 | |
| 3877.6 g | 3859.3 g | 3858.7 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 | ||||
1624.8 cm^3 | 1620.7 cm^3 | 1614.2 cm^3 | 1616.0 cm^3 | 1619.5 cm^3 | 1616.7 cm^3 | |
2.338 | 2.331 | 2.339 | 2.338 | 2.331 | 2.337 | |
6.7 % | 6.9 % | 6.6 % | 6.7 % | 6.9 % | 6.7 % | |
108.9 cm^3 | 111.8 cm^3 | 106.5 cm^3 | 108.3 cm^3 | 111.7 cm^3 | 108.3 cm^3 | |
3874.6 g | 3856.3 g | 3851.0 g | ||||
3885.5 g | 3867.4 g | 3861.6 g | ||||
1692.4 cm^3 | 1681.9 cm^3 | 1676.8 cm^3 | ||||
79.2 cm^3 | 81.3 cm^3 | 82.3 cm^3 | ||||
73 % | 73 % | 77 % | ||||
23397 N | 26752 N | 25151 N | 29176 N | 36102 N | 37049 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1044 kPa | 1194 kPa | 1122 kPa | 1303 kPa | 1613 kPa | 1655 kPa | |
162 psi | 221 psi | |||||
0.73 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 psi
Target DRY > 100 psi
Test was verified on 11/3/2025 ✔