Summary for Test 2025-05-21-43-8
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 | 05/21/2025 | Sample Unique Key | 43 |
|---|---|---|---|
| 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 | 05/22/2025 |
| 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 | 25-05-21-43-PSU | Linked DIME Sample ID | 2025-05-21-44 |
| 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 21218080SR 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: 2025-05-21-43
DIME Test ID: 2025-05-21-43-8
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: 2025-07-02
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 07/01/2025
| 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 | |
| 3654.0 g | 3652.4 g | 3654.4 g | 3655.6 g | 3651.1 g | 3654.4 g | |
| 2050.5 g | 2050.4 g | 2049.7 g | 2056.0 g | 2050.4 g | 2049.7 g | |
| 3671.5 g | 3665.9 g | 3669.7 g | 3671.8 g | 3668.1 g | 3669.7 g | |
| 2.421 | 2.421 | 2.421 | 2.421 | 2.421 | 2.421 | |
| 3732.3 g | 3727.0 g | 3731.5 g | ||||
| 2050.5 g | 2050.4 g | 2049.7 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 | ||||
1621.0 cm^3 | 1615.5 cm^3 | 1620.0 cm^3 | 1615.8 cm^3 | 1617.7 cm^3 | 1620.0 cm^3 | |
2.254 | 2.261 | 2.256 | 2.262 | 2.257 | 2.256 | |
6.9 % | 6.6 % | 6.8 % | 6.6 % | 6.8 % | 6.8 % | |
111.8 cm^3 | 106.6 cm^3 | 110.2 cm^3 | 106.6 cm^3 | 110.0 cm^3 | 110.2 cm^3 | |
3732.3 g | 3727.0 g | 3731.5 g | ||||
3743.4 g | 3737.7 g | 3742.6 g | ||||
1681.8 cm^3 | 1676.6 cm^3 | 1681.8 cm^3 | ||||
78.3 cm^3 | 74.6 cm^3 | 77.1 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.8 % | 3.8 % | 3.8 % | ||||
9012 N | 12001 N | 11787 N | 16027 N | 15373 N | 15048 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
402 kPa | 536 kPa | 526 kPa | 716 kPa | 687 kPa | 672 kPa | |
71 psi | 100 psi | |||||
0.71 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET .70 psi and DRY . 100 psi Tested WET 71 psi and DRY 100 psi
Test was verified on 7/2/2025 ✔