Summary for Test 2026-06-10-85-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994901 DEA: 112T3434 EFIS: 1120000081 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-5.1/8.3 |
| Award Date | 01/29/2024 |
| Closeout Date | Not set |
| Work Description | SOUNDWALLS, WIDEN FREEWAY, STRUCTURES, LANDSCAPE AND ELECTRICAL. |
| Location Description | SAN DIEGO COUNTY IN CHULA VISTA FROM PALOMAR STREET OVERCROSSING TO 0.5 MILE NORTH OF BONITA ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 03/21/2024) |
Sample Information
| Sample Taken Date | 06/10/2026 | Sample Unique Key | 85 |
|---|---|---|---|
| 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 | 06/11/2026 |
| 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 (%) | 4.7 | 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: 2026-06-10-85
DIME Test ID: 2026-06-10-85-6
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: 2026-07-22
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 07/21/2026
| 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 | |
| 3780.8 g | 3780.4 g | 3770.8 g | 3779.1 g | 3772.3 g | 3781.3 g | |
| 2178.7 g | 2171.3 g | 2161.7 g | 2170.9 g | 2171.3 g | 2170.3 g | |
| 3806.1 g | 3801.5 g | 3791.8 g | 3799.2 g | 3794.9 g | 3801.5 g | |
| 2.500 | 2.500 | 2.500 | 2.500 | 2.500 | 2.500 | |
| 3861.7 g | 3862.6 g | 3856.4 g | ||||
| 95.1 mm | 96.0 mm | 95.0 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1627.4 cm^3 | 1630.2 cm^3 | 1630.1 cm^3 | 1628.3 cm^3 | 1623.6 cm^3 | 1631.2 cm^3 | |
2.323 | 2.319 | 2.313 | 2.321 | 2.323 | 2.318 | |
7.1 % | 7.2 % | 7.5 % | 7.2 % | 7.1 % | 7.3 % | |
115.5 cm^3 | 117.4 cm^3 | 122.3 cm^3 | 117.2 cm^3 | 115.3 cm^3 | 119.1 cm^3 | |
3861.7 g | 3862.6 g | 3856.4 g | ||||
3873.2 g | 3874.3 g | 3868.6 g | ||||
3861.7 cm^3 | 3862.6 cm^3 | 3856.4 cm^3 | ||||
80.9 cm^3 | 82.2 cm^3 | 85.6 cm^3 | ||||
70 % | 70 % | 70 % | ||||
15965 N | 15488 N | 15195 N | 18051 N | 20298 N | 17988 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
712 kPa | 685 kPa | 679 kPa | 806 kPa | 907 kPa | 804 kPa | |
100 psi | 122 psi | |||||
0.82 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 psi and DRY > 100 psi / Tested WET -100 psi and DRY 122 psi
Test was verified on 7/22/2026 ✔