Summary for Test 2025-07-13-10-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001312 DEA: 11432844 EFIS: 1125000219 |
|---|---|
| DIST-CO-RTE-PM | 11--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 07/13/2025 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 07/14/2025 |
| 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 | Gerardo | Last name of sampler or witnessed by | Cordero |
| Title of sampler | TET | Telephone number of sampler | 6199366795 |
| Laboratory sample identification | 25-07-13-10-PSU | Linked DIME Sample ID | 2025-07-13-12 |
| 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 | 22414 Otay SJR | |
| Binder content (%) | 4.7 | Virgin binder PG | PG 64-28M |
| Design binder PG | PG 64-28M | Binder Supplier | San Joaquin Refinery |
| RAP content (%) | 15 | WMA Additives | No |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-07-13-10
DIME Test ID: 2025-07-13-10-5
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: 2025-07-30
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 07/29/2025
| 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 | |
| 3832.1 g | 3833.1 g | 3835.0 g | 3830.7 g | 3832.7 g | 3834.8 g | |
| 2210.3 g | 2213.1 g | 2213.5 g | 2211.5 g | 2208.0 g | 2213.0 g | |
| 3851.0 g | 3852.1 g | 3852.6 g | 3849.2 g | 3851.7 g | 3853.1 g | |
| 2.511 | 2.511 | 2.511 | 2.511 | 2.511 | 2.511 | |
| 3912.5 g | 3911.2 g | 3913.1 g | ||||
| 2210.3 g | 2213.1 g | 2213.5 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 1 inHg | 0 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1640.7 cm^3 | 1639.0 cm^3 | 1639.1 cm^3 | 1637.7 cm^3 | 1643.7 cm^3 | 1640.1 cm^3 | |
2.336 | 2.339 | 2.340 | 2.339 | 2.332 | 2.338 | |
7.0 % | 6.8 % | 6.8 % | 6.8 % | 7.1 % | 6.9 % | |
114.8 cm^3 | 111.5 cm^3 | 111.5 cm^3 | 111.4 cm^3 | 116.7 cm^3 | 113.2 cm^3 | |
3912.5 g | 3911.2 g | 3913.1 g | ||||
3923.9 g | 3922.3 g | 3924.2 g | ||||
1702.2 cm^3 | 1698.1 cm^3 | 1699.6 cm^3 | ||||
80.4 cm^3 | 78.1 cm^3 | 78.1 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.7 % | 3.6 % | 3.7 % | ||||
16067 N | 21151 N | 20804 N | 26075 N | 25809 N | 25595 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
717 kPa | 944 kPa | 928 kPa | 1165 kPa | 1153 kPa | 1143 kPa | |
125 psi | 167 psi | |||||
0.75 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies WET Target >70 psi tested 125 psi - DRY Target > 100 psi Tested 167 psi
Test was verified on 7/30/2025 ✔