Summary for Test 2025-08-03-18-5
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 | 08/03/2025 | 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 | 08/05/2025 |
| 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 | 25-08-03-18-PSU | Linked DIME Sample ID | 2025-08-03-19 |
| 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 | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 220200 Otay Val | |
| Binder content (%) | 7.5 | Virgin binder PG | PG58-16 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero |
| RAP content (%) | 22 | WMA Additives | No |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-08-03-18
DIME Test ID: 2025-08-03-18-5
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: 2025-09-04
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 09/03/2025
| 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 | |
| 3815.8 g | 3816.0 g | 3815.4 g | 3814.8 g | 3813.3 g | 3813.4 g | |
| 2208.0 g | 2207.2 g | 2206.4 g | 2205.0 g | 2208.4 g | 2210.0 g | |
| 3832.0 g | 3833.4 g | 3834.6 g | 3831.1 g | 3831.8 g | 3832.8 g | |
| 2.534 | 2.534 | 2.534 | 2.534 | 2.534 | 2.534 | |
| 3898.6 g | 3900.2 g | 3900.9 g | ||||
| 2208.6 g | 2207.2 g | 2206.4 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 | ||||
1624.0 cm^3 | 1626.2 cm^3 | 1628.2 cm^3 | 1626.1 cm^3 | 1623.4 cm^3 | 1622.8 cm^3 | |
2.350 | 2.347 | 2.343 | 2.346 | 2.349 | 2.350 | |
7.3 % | 7.4 % | 7.5 % | 7.4 % | 7.3 % | 7.3 % | |
118.6 cm^3 | 120.3 cm^3 | 122.1 cm^3 | 120.3 cm^3 | 118.5 cm^3 | 118.5 cm^3 | |
3898.8 g | 3900.2 g | 3900.9 g | ||||
3910.7 g | 3912.2 g | 3913.1 g | ||||
1690.0 cm^3 | 1693.0 cm^3 | 1694.5 cm^3 | ||||
82.8 cm^3 | 84.2 cm^3 | 85.5 cm^3 | ||||
70 % | 70 % | 70 % | ||||
4.1 % | 4.1 % | 4.1 % | ||||
18580 N | 19559 N | 19781 N | 29114 N | 28091 N | 29808 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
829 kPa | 873 kPa | 883 kPa | 1301 kPa | 1255 kPa | 1332 kPa | |
125 psi | 188 psi | |||||
0.66 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies - Target WET > 70 psi and DRY > 100 psi - Tested WET - 125 psi and DRY 188 psi
Test was verified on 9/4/2025 ✔