Summary for Test 2025-12-18-70-10
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 | 12/18/2025 | Sample Unique Key | 70 |
|---|---|---|---|
| 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 | 12/19/2025 |
| 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 | 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 | 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: 2025-12-18-70
DIME Test ID: 2025-12-18-70-10
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: 2026-01-27
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 01/15/2026
| 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 | |
| 3796.1 g | 3795.2 g | 3795.6 g | 3791.4 g | 3791.8 g | 3795.2 g | |
| 2182.0 g | 2194.7 g | 2189.8 g | 2186.2 g | 2189.5 g | 2194.2 g | |
| 3810.7 g | 3821.6 g | 3816.0 g | 3812.2 g | 3812.1 g | 3822.9 g | |
| 2.520 | 2.520 | 2.520 | 2.520 | 2.520 | 2.520 | |
| 3881.7 g | 3879.3 g | 3879.9 g | ||||
| 2182.0 g | 2194.7 g | 2189.8 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1628.7 cm^3 | 1626.9 cm^3 | 1626.2 cm^3 | 1626.0 cm^3 | 1622.6 cm^3 | 1628.7 cm^3 | |
2.331 | 2.333 | 2.334 | 2.332 | 2.337 | 2.330 | |
7.5 % | 7.4 % | 7.4 % | 7.5 % | 7.3 % | 7.5 % | |
122.2 cm^3 | 120.4 cm^3 | 120.3 cm^3 | 122.0 cm^3 | 118.4 cm^3 | 122.2 cm^3 | |
3881.6 g | 3879.5 g | 3879.8 g | ||||
3893.9 g | 3891.5 g | 3891.8 g | ||||
1699.7 cm^3 | 1684.6 cm^3 | 1690.1 cm^3 | ||||
85.6 cm^3 | 84.1 cm^3 | 84.3 cm^3 | ||||
70 % | 70 % | 70 % | ||||
4.4 % | 3.5 % | 3.9 % | ||||
16325 N | 15778 N | 19118 N | 22588 N | 21498 N | 22606 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
729 kPa | 704 kPa | 853 kPa | 1009 kPa | 960 kPa | 1010 kPa | |
110 psi | 144 psi | |||||
0.76 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET - 70 psi and DRY - 100 psi . Tested WET 110 psi and DRY 144 psi
Test was verified on 1/27/2026 ✔