Summary for Test 2025-08-14-87-7
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000211 DEA: 112N0204 EFIS: 1117000168 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-76-R17.2/24.1 |
| Award Date | 06/14/2024 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AND OVERLAY WITH RHMA GAP GRADED. |
| Location Description | SAN DIEGO COUNTY NEAR PALA FROM ROUTE 76/15 SEPARATION TO PALA MISSION ROAD |
| QA Service Level | 1 (Verified on 06/11/2024) |
Sample Information
| Sample Taken Date | 08/14/2025 | Sample Unique Key | 87 |
|---|---|---|---|
| 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 | 08/15/2025 |
| Sample type | Production Start-Up | 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 | TET | Telephone number of sampler | 6199366795 |
| Laboratory sample identification | 25-08-14-87-PSU | Linked DIME Sample ID | 2025-08-14-88 |
| 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 | 23417105 MM | |
| Binder content (%) | 4.5 | Virgin binder PG | PG58-16 |
| Design binder PG | PG58-16 | Binder Supplier | Martin Marietta |
| RAP content (%) | 25 | WMA Additives | Yes |
| Antistrip type | Liquid |
Test Details
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DIME Sample ID: 2025-08-14-87
DIME Test ID: 2025-08-14-87-7
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: 2025-09-11
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 09/10/2025
| 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 | |
| 3804.3 g | 3800.6 g | 3806.1 g | 3805.3 g | 3803.7 g | 3804.9 g | |
| 2179.6 g | 2181.4 g | 2186.6 g | 2187.2 g | 2182.9 g | 2186.0 g | |
| 3815.8 g | 3814.0 g | 3818.7 g | 3824.1 g | 3819.9 g | 3817.7 g | |
| 2.510 | 2.510 | 2.510 | 2.510 | 2.510 | 2.510 | |
| 3889.1 g | 3884.0 g | 3887.2 g | ||||
| 2179.6 g | 2181.4 g | 2186.6 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 | ||||
1636.2 cm^3 | 1632.6 cm^3 | 1632.1 cm^3 | 1636.9 cm^3 | 1637.0 cm^3 | 1631.7 cm^3 | |
2.325 | 2.328 | 2.332 | 2.325 | 2.324 | 2.332 | |
7.4 % | 7.3 % | 7.1 % | 7.4 % | 7.4 % | 7.1 % | |
121.1 cm^3 | 119.2 cm^3 | 115.9 cm^3 | 121.1 cm^3 | 121.1 cm^3 | 115.9 cm^3 | |
3889.1 g | 3884.0 g | 3887.2 g | ||||
3901.2 g | 3896.0 g | 3898.8 g | ||||
1709.5 cm^3 | 1702.6 cm^3 | 1700.6 cm^3 | ||||
84.8 cm^3 | 83.4 cm^3 | 81.1 cm^3 | ||||
70 % | 70 % | 70 % | ||||
4.5 % | 4.3 % | 4.2 % | ||||
16432 N | 18989 N | 19741 N | 23375 N | 24456 N | 29265 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
733 kPa | 847 kPa | 881 kPa | 1044 kPa | 1093 kPa | 1307 kPa | |
119 psi | 166 psi | |||||
0.72 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 psi and DRY > 100 psi / Tested WET-119 psi and DRY- 166 psi
Test was verified on 9/11/2025 ✔