Summary for Test 2025-10-29-60-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000575 DEA: 11430904 EFIS: 1119000199 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5,805-Var |
| Award Date | 02/12/2025 |
| Closeout Date | Not set |
| Work Description | RESURFACE BRIDGE, REPLACE BRIDGE BARRIER, MGS, AND MODIFY ELECT. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 04/04/2025) |
Sample Information
| Sample Taken Date | 10/29/2025 | Sample Unique Key | 60 |
|---|---|---|---|
| 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 | 11/03/2025 |
| 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 | Supplier |
| First name of sampler or witnessed by | Mohammed | Last name of sampler or witnessed by | Masud |
| Title of sampler | TET | Telephone number of sampler | 6199021073 |
| Laboratory sample identification | 25-09-22-43-PSU | Linked DIME Sample ID | 2025-09-22-44 |
| 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 320200 Otay Val | |
| Binder content (%) | 4.9 | Virgin binder PG | PG58-16 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero |
| RAP content (%) | 22 | WMA Additives | No |
| Antistrip type | No |
Test Details
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DIME Sample ID: 2025-10-29-60
DIME Test ID: 2025-10-29-60-5
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: 2025-12-12
Test Results
Unit system used?: US Units
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 12/12/2025
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 5.9 in | 5.9 in | 5.9 in | 5.9 in | 5.9 in | 5.9 in | |
| 3.7 in | 3.7 in | 3.7 in | 3.7 in | 3.7 in | 3.7 in | |
| 3824.6 g | 3818.6 g | 3821.8 g | 3820.2 g | 3820.7 g | 3822.0 g | |
| 2197.2 g | 2198.9 g | 2197.2 g | 2197.4 g | 2198.7 g | 2197.0 g | |
| 3839.8 g | 3838.2 g | 3837.5 g | 3838.4 g | 3840.4 g | 3835.6 g | |
| 2.501 | 2.501 | 2.501 | 2.501 | 2.501 | 2.501 | |
| 3908.6 g | 3897.8 g | 3899.9 g | ||||
| 2197.2 g | 2198.9 g | 2197.2 g | ||||
| 3.7 in | 3.7 in | 3.7 in | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1642.6 cm^3 | 1639.3 cm^3 | 1640.3 cm^3 | 1641.0 cm^3 | 1641.7 cm^3 | 1638.6 cm^3 | |
2.328 | 2.329 | 2.330 | 2.328 | 2.327 | 2.332 | |
6.9 % | 6.9 % | 6.8 % | 6.9 % | 7.0 % | 6.8 % | |
113.3 cm^3 | 113.1 cm^3 | 111.5 cm^3 | 113.2 cm^3 | 114.9 cm^3 | 111.4 cm^3 | |
3903.9 g | 3897.8 g | 3899.9 g | ||||
3915.2 g | 3909.1 g | 3911.0 g | ||||
1711.4 cm^3 | 1698.9 cm^3 | 1702.7 cm^3 | ||||
84.0 cm^3 | 79.2 cm^3 | 78.1 cm^3 | ||||
74 % | 70 % | 70 % | ||||
4.2 % | 3.6 % | 3.8 % | ||||
5904 lbf | 5803 lbf | 5629 lbf | 6655 lbf | 6821 lbf | 6817 lbf | |
1 | 1 | 1 | 1 | 1 | 1 | |
5 | 5 | 5 | 5 | 5 | 5 | |
0 | 0 | 0 | 0 | 0 | 0 | |
172 psi | 169 psi | 164 psi | 194 psi | 199 psi | 199 psi | |
168 psi | 197 psi | |||||
0.85 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies with project requirements
Test was verified on 12/12/2025 ✔