Summary for Test 2026-05-22-5-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001671 DEA: 11430274 EFIS: 1118000084 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-76-R17.5/52.2 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | CULVERT RESTORATION, INSTALL CURB RAMPS, GUARDRAIL, & HMA-A. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM 0.2 MILE EAST OF ROUTE 15 TO 0.1 MILE WEST OF ROUTE 79 |
| QA Service Level | 1 (Verified on 10/01/2025) |
Sample Information
| Sample Taken Date | 05/22/2026 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 05/22/2026 |
| 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 | Martin Marietta Lakeside | 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 | 23417105 | |
| 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: 2026-05-22-5
DIME Test ID: 2026-05-22-5-6
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: 2026-06-05
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 06/03/2026
| 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 | |
| 3795.0 g | 3796.5 g | 3794.6 g | 3794.1 g | 3798.5 g | 3795.7 g | |
| 2174.8 g | 2175.3 g | 2172.8 g | 2173.3 g | 2170.0 g | 2176.2 g | |
| 3809.9 g | 3810.3 g | 3813.3 g | 3811.4 g | 3811.3 g | 3808.3 g | |
| 2.498 | 2.498 | 2.498 | 2.498 | 2.498 | 2.498 | |
| 3876.3 g | 3876.7 g | 3879.6 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 | ||||
1635.1 cm^3 | 1635.0 cm^3 | 1640.5 cm^3 | 1638.1 cm^3 | 1641.3 cm^3 | 1632.1 cm^3 | |
2.321 | 2.322 | 2.313 | 2.316 | 2.314 | 2.326 | |
7.1 % | 7.0 % | 7.4 % | 7.3 % | 7.4 % | 6.9 % | |
116.1 cm^3 | 114.5 cm^3 | 121.4 cm^3 | 119.6 cm^3 | 121.5 cm^3 | 112.6 cm^3 | |
3876.3 g | 3876.7 g | 3879.6 g | ||||
3887.9 g | 3888.1 g | 3891.7 g | ||||
3876.3 cm^3 | 3876.7 cm^3 | 3879.6 cm^3 | ||||
81.3 cm^3 | 80.2 cm^3 | 85.0 cm^3 | ||||
70 % | 70 % | 70 % | ||||
11354 N | 9450 N | 12082 N | 21204 N | 21403 N | 21019 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
507 kPa | 422 kPa | 539 kPa | 947 kPa | 956 kPa | 939 kPa | |
71 psi | 137 psi | |||||
0.52 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 psi and DRY > 100 psi Tested WET 71 psi and DRY 137 psi
Test was verified on 6/5/2026 ✔