Summary for Test 2025-05-18-2-5
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 | 05/18/2025 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 05/19/2025 |
| Sample type | Quality Assurance | 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 | Gerardo | Last name of sampler or witnessed by | Cordero |
| Title of sampler | Telephone number of sampler | 6199366795 | |
| Laboratory sample identification | 25-05-18-2-PSU | Linked DIME Sample ID | 2025-05-18-3 |
| 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 | 21217105 MM | |
| 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: 2025-05-18-2
DIME Test ID: 2025-05-18-2-5
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: 2025-06-03
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 06/03/2025
| 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 | |
| 3869.7 g | 3867.0 g | 3867.8 g | 3869.0 g | 3871.8 g | 3870.4 g | |
| 2209.2 g | 2206.7 g | 2206.6 g | 2209.2 g | 2210.4 g | 2210.9 g | |
| 3877.4 g | 3874.8 g | 3876.7 g | 3878.3 g | 3880.8 g | 3879.6 g | |
| 2.487 | 2.487 | 2.487 | 2.487 | 2.487 | 2.487 | |
| 3948.0 g | 3946.4 g | 3948.4 g | ||||
| 2209.2 g | 2206.7 g | 2206.6 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 | ||||
1668.2 cm^3 | 1668.1 cm^3 | 1670.1 cm^3 | 1669.1 cm^3 | 1670.4 cm^3 | 1668.7 cm^3 | |
2.320 | 2.318 | 2.316 | 2.318 | 2.318 | 2.319 | |
6.7 % | 6.8 % | 6.9 % | 6.8 % | 6.8 % | 6.8 % | |
111.8 cm^3 | 113.4 cm^3 | 115.2 cm^3 | 113.5 cm^3 | 113.6 cm^3 | 113.5 cm^3 | |
3948.0 g | 3946.4 g | 3948.4 g | ||||
3959.1 g | 3957.7 g | 3960.0 g | ||||
1738.8 cm^3 | 1739.7 cm^3 | 1741.8 cm^3 | ||||
78.3 cm^3 | 79.4 cm^3 | 80.6 cm^3 | ||||
70 % | 70 % | 70 % | ||||
4.2 % | 4.3 % | 4.3 % | ||||
13043 N | 12975 N | 11450 N | 23295 N | 22695 N | 21000 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
582 kPa | 579 kPa | 511 kPa | 1041 kPa | 1014 kPa | 938 kPa | |
81 psi | 145 psi | |||||
0.56 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Targets WET >70 psi and DRY > 100 psi
Test was verified on 6/3/2025 ✔