Summary for Test 2025-09-14-18-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000402 DEA: 11430384 EFIS: 1118000114 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-23.7/28.5 |
| Award Date | 10/09/2024 |
| Closeout Date | Not set |
| Work Description | REPLACE DRAINAGE, CONCRETE PAVEMENT, AND MODIFY ELECTRICAL SYSTEMS. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION TO ROUTE 5/805 SEPARATION |
| QA Service Level | 1 (Verified on 11/18/2024) |
Sample Information
| Sample Taken Date | 09/14/2025 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 09/17/2025 |
| 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 | 25-09-14-18-PSU | Linked DIME Sample ID | 2025-09-14-19 |
| 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 226110 Otay SJR | |
| Binder content (%) | 7.5 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 64-16 | Binder Supplier | SJR |
| RAP content (%) | 0 | WMA Additives | Yes |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-09-14-18
DIME Test ID: 2025-09-14-18-5
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: 2025-10-30
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 10/30/2025
| 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 | |
| 3648.0 g | 3767.3 g | 3764.9 g | 3761.3 g | 3765.2 g | 3750.2 g | |
| 2048.0 g | 2112.3 g | 2111.1 g | 2113.5 g | 2112.3 g | 2101.0 g | |
| 3667.2 g | 3778.3 g | 3779.5 g | 3779.3 g | 3777.5 g | 3763.1 g | |
| 2.425 | 2.425 | 2.425 | 2.425 | 2.425 | 2.425 | |
| 3728.5 g | 3846.7 g | 3845.6 g | ||||
| 2048.0 g | 2112.3 g | 2111.1 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 | ||||
1619.2 cm^3 | 1666.0 cm^3 | 1668.4 cm^3 | 1665.8 cm^3 | 1665.2 cm^3 | 1662.1 cm^3 | |
2.253 | 2.261 | 2.257 | 2.258 | 2.261 | 2.256 | |
7.1 % | 6.8 % | 6.9 % | 6.9 % | 6.8 % | 7.0 % | |
115.0 cm^3 | 113.3 cm^3 | 115.1 cm^3 | 114.9 cm^3 | 113.2 cm^3 | 116.3 cm^3 | |
3728.5 g | 3846.6 g | 3845.5 g | ||||
3740.0 g | 3857.9 g | 3857.0 g | ||||
1680.5 cm^3 | 1734.4 cm^3 | 1734.5 cm^3 | ||||
80.5 cm^3 | 79.4 cm^3 | 80.7 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.8 % | 4.1 % | 4.0 % | ||||
11432 N | 11708 N | 11134 N | 16703 N | 16645 N | 16908 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
510 kPa | 523 kPa | 497 kPa | 746 kPa | 744 kPa | 755 kPa | |
74 psi | 109 psi | |||||
0.68 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 psi and DRY > 100 psi / Tested WET 74 psi and DRY 109 psi
Test was verified on 10/30/2025 ✔