Summary for Test 2026-07-15-71-11
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 | 07/15/2026 | Sample Unique Key | 71 |
|---|---|---|---|
| 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 | 07/15/2026 |
| Sample type | Verification | A brief description of the sample | JMF |
| 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 | 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 320300 Otay Val | |
| 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: 2026-07-15-71
DIME Test ID: 2026-07-15-71-11
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: 2026-08-12
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 08/12/2026
| 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 | |
| 3758.6 g | 3760.4 g | 3762.1 g | 3766.1 g | 3762.9 g | 3760.0 g | |
| 2133.0 g | 2136.1 g | 2134.4 g | 2126.9 g | 2137.9 g | 2134.1 g | |
| 3771.9 g | 3776.2 g | 3770.7 g | 3769.1 g | 3776.8 g | 3771.5 g | |
| 2.478 | 2.478 | 2.478 | 2.478 | 2.478 | 2.478 | |
| 3844.7 g | 3846.5 g | 3844.6 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 | ||||
1638.9 cm^3 | 1640.1 cm^3 | 1636.3 cm^3 | 1642.2 cm^3 | 1638.9 cm^3 | 1637.4 cm^3 | |
2.293 | 2.293 | 2.299 | 2.293 | 2.296 | 2.296 | |
7.5 % | 7.5 % | 7.2 % | 7.5 % | 7.3 % | 7.3 % | |
122.9 cm^3 | 123.0 cm^3 | 117.8 cm^3 | 123.2 cm^3 | 119.6 cm^3 | 119.5 cm^3 | |
3844.6 g | 3846.5 g | 3844.6 g | ||||
3856.9 g | 3858.8 g | 3856.3 g | ||||
3844.7 cm^3 | 3846.5 cm^3 | 3844.6 cm^3 | ||||
86.1 cm^3 | 86.1 cm^3 | 82.5 cm^3 | ||||
70 % | 70 % | 70 % | ||||
12719 N | 10427 N | 12297 N | 20991 N | 20410 N | 19612 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
568 kPa | 465 kPa | 549 kPa | 938 kPa | 912 kPa | 876 kPa | |
76 psi | 132 psi | |||||
0.58 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 psi and DRY > 100 psi
Test was verified on 8/12/2026 ✔