Summary for Test 2025-08-25-69-5
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 | 08/25/2025 | Sample Unique Key | 69 |
|---|---|---|---|
| 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 | 08/27/2025 |
| 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 | 25-08-25-69-PSU | Linked DIME Sample ID | 2025-08-25-70 |
| 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 | No |
Test Details
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DIME Sample ID: 2025-08-25-69
DIME Test ID: 2025-08-25-69-5
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: 2025-09-26
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 09/25/2025
| 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 | |
| 3611.7 g | 3612.3 g | 3610.6 g | 3611.2 g | 3610.5 g | 3612.9 g | |
| 2006.4 g | 2004.8 g | 2000.0 g | 2005.4 g | 2003.7 g | 2004.2 g | |
| 3620.1 g | 3620.8 g | 3619.4 g | 3619.1 g | 3620.5 g | 3621.4 g | |
| 2.396 | 2.396 | 2.396 | 2.396 | 2.396 | 2.396 | |
| 3686.3 g | 3688.0 g | 3688.8 g | ||||
| 2006.4 g | 2004.8 g | 2000.0 g | ||||
| 95.1 mm | 95.1 mm | 94.1 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1613.7 cm^3 | 1616.0 cm^3 | 1619.4 cm^3 | 1613.7 cm^3 | 1616.8 cm^3 | 1617.2 cm^3 | |
2.238 | 2.235 | 2.230 | 2.238 | 2.233 | 2.234 | |
6.6 % | 6.7 % | 6.9 % | 6.6 % | 6.8 % | 6.8 % | |
106.5 cm^3 | 108.3 cm^3 | 111.7 cm^3 | 106.5 cm^3 | 109.9 cm^3 | 110.0 cm^3 | |
3686.3 g | 3688.1 g | 3688.8 g | ||||
3696.9 g | 3698.9 g | 3700.0 g | ||||
1679.9 cm^3 | 1683.2 cm^3 | 1688.8 cm^3 | ||||
74.6 cm^3 | 75.7 cm^3 | 78.2 cm^3 | ||||
70 % | 70 % | 70 % | ||||
4.1 % | 4.2 % | 4.3 % | ||||
11316 N | 12028 N | 10587 N | 14519 N | 17299 N | 15053 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
505 kPa | 537 kPa | 477 kPa | 649 kPa | 773 kPa | 672 kPa | |
73 psi | 101 psi | |||||
0.72 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 psi & DRY > 100 psi - Tested WET-73 psi & DRY 101 psi
Test was verified on 9/26/2025 ✔