Summary for Test 2025-06-19-51-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000234 DEA: 112N1774 EFIS: 1123000036 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-15,52-Var |
| Award Date | 06/24/2024 |
| Closeout Date | Not set |
| Work Description | MICRO-SURFACING, HMA, PAVEMENT MARKING AND SHOULDER BACKING. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 06/11/2024) |
Sample Information
| Sample Taken Date | 06/19/2025 | Sample Unique Key | 51 |
|---|---|---|---|
| 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 | 06/20/2025 |
| Sample type | Quality Assurance | 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 | 6199366795 | |
| Laboratory sample identification | 25-06-19-51-JMF | Linked DIME Sample ID | 2025-06-19-53 |
| The fabricator/manufacturer/facility name | Martin Marietta | 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 | 320912 Otay Val | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2025-06-19-51
DIME Test ID: 2025-06-19-51-5
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: 2025-07-09
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 07/08/2025
| 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 | |
| 3789.6 g | 3790.4 g | 3791.2 g | 3790.8 g | 3791.4 g | 3790.2 g | |
| 2166.6 g | 2168.6 g | 2168.1 g | 2168.9 g | 2167.2 g | 2169.0 g | |
| 3807.7 g | 3807.0 g | 3809.5 g | 3808.7 g | 3809.2 g | 3807.3 g | |
| 2.486 | 2.486 | 2.486 | 2.486 | 2.486 | 2.486 | |
| 3871.2 g | 3870.7 g | 3872.8 g | ||||
| 2166.6 g | 2168.6 g | 2168.1 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1641.1 cm^3 | 1638.4 cm^3 | 1641.4 cm^3 | 1639.8 cm^3 | 1642.0 cm^3 | 1638.3 cm^3 | |
2.309 | 2.313 | 2.310 | 2.312 | 2.309 | 2.313 | |
7.1 % | 7.0 % | 7.1 % | 7.0 % | 7.1 % | 7.0 % | |
116.5 cm^3 | 114.7 cm^3 | 116.5 cm^3 | 114.8 cm^3 | 116.6 cm^3 | 114.7 cm^3 | |
3871.2 g | 3870.7 g | 3872.8 g | ||||
3882.8 g | 3882.2 g | 3884.4 g | ||||
1704.6 cm^3 | 1702.1 cm^3 | 1704.7 cm^3 | ||||
81.6 cm^3 | 80.3 cm^3 | 81.6 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.9 % | 3.9 % | 3.9 % | ||||
21182 N | 20004 N | 22521 N | 30297 N | 24817 N | 27299 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
945 kPa | 893 kPa | 1005 kPa | 1354 kPa | 1109 kPa | 1220 kPa | |
137 psi | 178 psi | |||||
0.77 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 psi and DRY > 100 psi Tested WET-137 psi and DRY - 178 psi
Test was verified on 7/9/2025 ✔