Summary for Test 2026-01-16-10-8
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000762 DEA: 11430364 EFIS: 1118000109 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-79-20.2/53.0 |
| Award Date | 03/19/2025 |
| Closeout Date | Not set |
| Work Description | CULVERT REPAIR, GUARDRAIL, FLASHING BEACON AND SIGN REPLACEMENTS. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM WEST JUNCTION ROUTE 78 TO RIVERSIDE COUNTY LINE |
| QA Service Level | 1 (Verified on 05/02/2025) |
Sample Information
| Sample Taken Date | 01/16/2026 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 01/16/2026 |
| Sample type | Quality Assurance | A brief description of the sample | PSU |
| The quantity of what the sample constitutes | 16 Boxes | From where was the sample collected | Source |
| 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 | 26-01-16-10 | Linked DIME Sample ID | 2026-01-16-9 |
| 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 | 53417105 | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-01-16-10
DIME Test ID: 2026-01-16-10-8
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: 2026-02-05
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 01/29/2026
| 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 | |
| 3689.7 g | 3689.5 g | 3687.4 g | 3692.6 g | 3688.8 g | 3689.3 g | |
| 2070.8 g | 2074.6 g | 2068.3 g | 2072.5 g | 2070.1 g | 2073.5 g | |
| 3701.4 g | 3704.3 g | 3700.5 g | 3702.4 g | 3703.1 g | 3706.2 g | |
| 2.440 | 2.440 | 2.440 | 2.440 | 2.440 | 2.440 | |
| 3773.0 g | 3771.6 g | 3772.0 g | ||||
| 2070.8 g | 2074.6 g | 2068.3 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 | ||||
1630.6 cm^3 | 1629.7 cm^3 | 1632.2 cm^3 | 1629.9 cm^3 | 1633.0 cm^3 | 1632.7 cm^3 | |
2.263 | 2.264 | 2.259 | 2.266 | 2.259 | 2.260 | |
7.3 % | 7.2 % | 7.4 % | 7.1 % | 7.4 % | 7.4 % | |
119.0 cm^3 | 117.3 cm^3 | 120.8 cm^3 | 115.7 cm^3 | 120.8 cm^3 | 120.8 cm^3 | |
3773.0 g | 3771.6 g | 3772.0 g | ||||
3784.9 g | 3783.3 g | 3784.0 g | ||||
1702.2 cm^3 | 1697.0 cm^3 | 1703.7 cm^3 | ||||
83.3 cm^3 | 82.1 cm^3 | 84.6 cm^3 | ||||
70 % | 70 % | 70 % | ||||
4.4 % | 4.1 % | 4.4 % | ||||
19866 N | 16441 N | 18465 N | 24621 N | 25366 N | 24025 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
887 kPa | 734 kPa | 824 kPa | 1100 kPa | 1133 kPa | 1073 kPa | |
118 psi | 160 psi | |||||
0.74 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 psi and DRY > 100 psi Tested WET - 118 psi DRY - 160 psi
Test was verified on 2/5/2026 ✔