Summary for Test 2025-04-06-2-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994947 DEA: 112T3644 EFIS: 1121000108 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-56-0.3/3.0 |
| Award Date | 10/17/2023 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT JPCP, HMA, RHMA-G, SIGNS, BARRIERS, LANDSCAPE, & ELECTRICAL. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM EL CAMINO REAL UNDERCROSSING TO 0.3 MILE WEST OF CARMEL VALLEY ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 01/22/2024) |
Sample Information
| Sample Taken Date | 04/06/2025 | 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 | 04/07/2025 |
| Sample type | Quality Assurance | A brief description of the sample | PSUE |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Source |
| 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 | 25-04-06-2 PSU | Linked DIME Sample ID | 2025-04-06-3 |
| 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 23417005SR 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: 2025-04-06-2
DIME Test ID: 2025-04-06-2-5
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: 2025-04-16
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 04/16/2025
| 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 | |
| 3813.8 g | 3816.0 g | 3816.7 g | 3846.5 g | 3815.3 g | 3809.9 g | |
| 2200.3 g | 2200.2 g | 2205.0 g | 2220.1 g | 2201.0 g | 2194.4 g | |
| 3839.8 g | 3839.7 g | 3839.9 g | 3861.8 g | 3841.8 g | 3835.4 g | |
| 2.505 | 2.505 | 2.505 | 2.505 | 2.505 | 2.505 | |
| 3888.5 g | 3897.5 g | 3894.6 g | ||||
| 2200.3 g | 2200.2 g | 2205.0 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 | ||||
1639.5 cm^3 | 1639.5 cm^3 | 1634.9 cm^3 | 1641.7 cm^3 | 1640.8 cm^3 | 1641.0 cm^3 | |
2.326 | 2.328 | 2.335 | 2.343 | 2.325 | 2.322 | |
7.1 % | 7.1 % | 6.8 % | 6.5 % | 7.2 % | 7.3 % | |
116.4 cm^3 | 116.4 cm^3 | 111.2 cm^3 | 106.7 cm^3 | 118.1 cm^3 | 119.8 cm^3 | |
3895.3 g | 3897.5 g | 3894.5 g | ||||
3906.9 g | 3909.1 g | 3905.7 g | ||||
1688.2 cm^3 | 1697.3 cm^3 | 1689.6 cm^3 | ||||
74.7 cm^3 | 81.5 cm^3 | 77.9 cm^3 | ||||
64 % | 70 % | 70 % | ||||
3.0 % | 3.5 % | 3.3 % | ||||
13229 N | 15791 N | 16653 N | 20493 N | 22423 N | 20675 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
590 kPa | 705 kPa | 743 kPa | 916 kPa | 1002 kPa | 924 kPa | |
99 psi | 137 psi | |||||
0.72 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET >70 psi and DRY>100 psi
Test was verified on 4/16/2025 ✔