Summary for Test 2025-08-13-70-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000211 DEA: 112N0204 EFIS: 1117000168 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-76-R17.2/24.1 |
| Award Date | 06/14/2024 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AND OVERLAY WITH RHMA GAP GRADED. |
| Location Description | SAN DIEGO COUNTY NEAR PALA FROM ROUTE 76/15 SEPARATION TO PALA MISSION ROAD |
| QA Service Level | 1 (Verified on 06/11/2024) |
Sample Information
| Sample Taken Date | 08/13/2025 | 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 | 08/22/2025 |
| 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 | 25-08-13-70-PSU | Linked DIME Sample ID | 2025-08-13-71 |
| 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 326122 Otay SJR | |
| Binder content (%) | 7.8 | 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-08-13-70
DIME Test ID: 2025-08-13-70-5
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: 2025-09-11
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 09/09/2025
| 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 | |
| 3636.3 g | 3642.9 g | 3636.9 g | 3638.1 g | 3640.2 g | 3641.3 g | |
| 2016.6 g | 2012.4 g | 2013.5 g | 2013.5 g | 2011.4 g | 2012.6 g | |
| 3646.6 g | 3647.5 g | 3645.6 g | 3645.2 g | 3647.2 g | 3645.1 g | |
| 2.406 | 2.406 | 2.406 | 2.406 | 2.406 | 2.406 | |
| 3719.6 g | 3727.6 g | 3721.5 g | ||||
| 2016.6 g | 2012.4 g | 2013.5 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 | ||||
1630.0 cm^3 | 1635.1 cm^3 | 1632.1 cm^3 | 1631.7 cm^3 | 1635.8 cm^3 | 1632.5 cm^3 | |
2.231 | 2.228 | 2.228 | 2.230 | 2.225 | 2.231 | |
7.3 % | 7.4 % | 7.4 % | 7.3 % | 7.5 % | 7.3 % | |
119.0 cm^3 | 121.0 cm^3 | 120.8 cm^3 | 119.1 cm^3 | 122.7 cm^3 | 119.2 cm^3 | |
3719.6 g | 3727.6 g | 3721.5 g | ||||
3731.5 g | 3739.7 g | 3733.5 g | ||||
1703.0 cm^3 | 1715.2 cm^3 | 1708.0 cm^3 | ||||
83.3 cm^3 | 84.7 cm^3 | 84.6 cm^3 | ||||
70 % | 70 % | 70 % | ||||
4.5 % | 4.9 % | 4.7 % | ||||
10484 N | 11387 N | 12393 N | 15244 N | 14675 N | 16432 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
468 kPa | 508 kPa | 553 kPa | 681 kPa | 656 kPa | 734 kPa | |
74 psi | 100 psi | |||||
0.74 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WER > 70 psi and DRY > 100 psi Tested WET - 74 psi and DRY - 100 psi
Test was verified on 9/11/2025 ✔