Summary for Test 2026-06-11-54-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001625 DEA: 11173704 EFIS: 1100020255 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-2.6/3.2 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | WIDEN INTERCHANGE, STRUCTURES, HMA-A, RHMA-G, LANDSCAPE, & ELECTRICAL. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF PALM AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 03/04/2026) |
Sample Information
| Sample Taken Date | 06/11/2026 | Sample Unique Key | 54 |
|---|---|---|---|
| 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 | 06/12/2026 |
| 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 | Mohammed | Last name of sampler or witnessed by | Masud |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| 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 | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | Valero | |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-06-11-54
DIME Test ID: 2026-06-11-54-6
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: 2026-07-20
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 07/16/2026
| 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 | |
| 3771.1 g | 3770.3 g | 3772.7 g | 3769.2 g | 3771.9 g | 3770.8 g | |
| 2165.8 g | 2158.7 g | 2171.3 g | 2176.0 g | 2158.1 g | 2161.7 g | |
| 3792.8 g | 3788.5 g | 3797.5 g | 3792.1 g | 3790.0 g | 3791.8 g | |
| 2.498 | 2.498 | 2.498 | 2.498 | 2.498 | 2.498 | |
| 3853.1 g | 3854.8 g | 3853.6 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1627.0 cm^3 | 1629.8 cm^3 | 1626.2 cm^3 | 1616.1 cm^3 | 1631.9 cm^3 | 1630.1 cm^3 | |
2.318 | 2.313 | 2.320 | 2.332 | 2.311 | 2.313 | |
7.2 % | 7.4 % | 7.1 % | 6.6 % | 7.5 % | 7.4 % | |
117.1 cm^3 | 120.6 cm^3 | 115.5 cm^3 | 106.7 cm^3 | 122.4 cm^3 | 120.6 cm^3 | |
3853.1 g | 3854.7 g | 3853.5 g | ||||
3864.8 g | 3866.8 g | 3865.1 g | ||||
3853.1 cm^3 | 3854.8 cm^3 | 3853.6 cm^3 | ||||
82.0 cm^3 | 84.5 cm^3 | 80.9 cm^3 | ||||
70 % | 70 % | 70 % | ||||
14714 N | 15160 N | 13339 N | 23878 N | 23077 N | 24881 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
657 kPa | 677 kPa | 595 kPa | 1067 kPa | 1031 kPa | 1112 kPa | |
93 psi | 155 psi | |||||
0.6 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 psi and DRY > 100 psi - Tested WET -93 psi and DRY- 155 psi
Test was verified on 7/20/2026 ✔