Summary for Test 2025-04-07-35-5
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 | 04/07/2025 | Sample Unique Key | 35 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/11/2025 | 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 | 25-04-07-35 PSU | |
| Linked DIME Sample ID | 2025-04-07-36 | 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: 2025-04-07-35
DIME Test ID: 2025-04-07-35-5
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: 2025-04-22
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 04/18/2025
| 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 | |
| 3641.7 g | 3644.9 g | 3636.8 g | 3638.2 g | 3642.5 g | 3646.0 g | |
| 2035.2 g | 2037.1 g | 2032.0 g | 2030.2 g | 2038.6 g | 2034.3 g | |
| 3657.4 g | 3661.8 g | 3655.9 g | 3657.0 g | 3657.2 g | 3660.9 g | |
| 2.411 | 2.411 | 2.411 | 2.411 | 2.411 | 2.411 | |
| 3720.0 g | 3724.5 g | 3717.5 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 | ||||
1622.2 cm^3 | 1624.7 cm^3 | 1623.9 cm^3 | 1626.8 cm^3 | 1618.6 cm^3 | 1626.6 cm^3 | |
2.245 | 2.243 | 2.240 | 2.236 | 2.250 | 2.241 | |
6.9 % | 7.0 % | 7.1 % | 7.3 % | 6.7 % | 7.1 % | |
111.9 cm^3 | 113.7 cm^3 | 115.3 cm^3 | 118.8 cm^3 | 108.4 cm^3 | 115.5 cm^3 | |
3720.0 g | 3724.5 g | 3717.5 g | ||||
3731.2 g | 3735.9 g | 3729.0 g | ||||
1684.8 cm^3 | 1687.4 cm^3 | 1685.5 cm^3 | ||||
78.3 cm^3 | 79.6 cm^3 | 80.7 cm^3 | ||||
70 % | 70 % | 70 % | ||||
8025 N | 7789 N | 7464 N | 14354 N | 13580 N | 12789 N | |
1 | 1 | 1 | 2 | 2 | 2 | |
1 | 1 | 1 | 2 | 2 | 2 | |
1 | 1 | 1 | 2 | 2 | 2 | |
358 kPa | 348 kPa | 333 kPa | 641 kPa | 607 kPa | 571 kPa | |
50 psi | 88 psi | |||||
0.57 | ||||||
General comments (publicly viewable) (Max 1000 characters): Does Not Comply Targets WET>70 psi and DRY > 100 psi Tested WET-50 psi and DRY - 88 psi
Test was verified on 4/22/2025 ✔