Summary for Test 2025-06-08-7-5
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 | 06/08/2025 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 06/09/2025 |
| Sample type | Quality Assurance | A brief description of the sample | JMFR |
| 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 | 25-06-08-7-JMFR | Linked DIME Sample ID | 2025-06-08-8 |
| 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 23418080SR 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: 2025-06-08-7
DIME Test ID: 2025-06-08-7-5
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: 2025-06-25
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 06/24/2025
| 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 | |
| 3613.3 g | 3611.9 g | 3603.8 g | 3602.2 g | 3606.7 g | 3610.8 g | |
| 2046.9 g | 2039.2 g | 2038.3 g | 2048.6 g | 2048.0 g | 2040.0 g | |
| 3635.4 g | 3632.2 g | 3623.6 g | 3636.5 g | 3633.5 g | 3632.4 g | |
| 2.449 | 2.449 | 2.449 | 2.449 | 2.449 | 2.449 | |
| 3692.3 g | 3694.4 g | 3683.7 g | ||||
| 2046.9 g | 2039.2 g | 2038.3 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 | ||||
1588.5 cm^3 | 1593.0 cm^3 | 1585.3 cm^3 | 1587.9 cm^3 | 1585.5 cm^3 | 1592.4 cm^3 | |
2.275 | 2.267 | 2.273 | 2.269 | 2.275 | 2.268 | |
7.1 % | 7.4 % | 7.2 % | 7.3 % | 7.1 % | 7.4 % | |
112.8 cm^3 | 117.9 cm^3 | 114.1 cm^3 | 115.9 cm^3 | 112.6 cm^3 | 117.8 cm^3 | |
3692.3 g | 3694.4 g | 3683.7 g | ||||
3703.5 g | 3706.2 g | 3695.1 g | ||||
1645.4 cm^3 | 1655.2 cm^3 | 1645.4 cm^3 | ||||
79.0 cm^3 | 82.5 cm^3 | 79.9 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.6 % | 3.9 % | 3.8 % | ||||
9648 N | 7762 N | 7340 N | 10151 N | 10960 N | 12860 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
431 kPa | 346 kPa | 328 kPa | 453 kPa | 490 kPa | 575 kPa | |
53 psi | 73 psi | |||||
0.73 | ||||||
General comments (publicly viewable) (Max 1000 characters): Does Not Comply Target WET > 70 psi and DRY > 100 psi TESTED WET - 53 psi and DRY- 73 psi
Test was verified on 6/25/2025 ✔