Summary for Test 2025-07-09-45-7
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001213 DEA: 11431644 EFIS: 1122000232 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-78-N17.7 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Cold plane, RHMA overlay, Concrete Barriers, Landscape and Electrical. |
| Location Description | IN SAN DIEGO COUNTY FROM ROUTE 78/5 SEPARATION TO 0.3 MILE EAST OF ESCONDIDO BOULEVARD UNDERCROSSING. |
| QA Service Level | 1 (Verified on 05/07/2025) |
Sample Information
| Sample Taken Date | 07/09/2025 | Sample Unique Key | 45 |
|---|---|---|---|
| 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 | 07/11/2025 |
| Sample type | Verification | A brief description of the sample | JMFV |
| 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 | TET | Telephone number of sampler | 6199366795 |
| Laboratory sample identification | 25-07-09-45-JMFV | Linked DIME Sample ID | 2025-07-09-46 |
| 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 | 23418180 MM | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-07-09-45
DIME Test ID: 2025-07-09-45-7
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: 2025-07-25
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 07/25/2025
| 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 | |
| 3670.3 g | 3671.3 g | 3670.2 g | 3672.8 g | 3674.9 g | 3671.5 g | |
| 2075.3 g | 2074.5 g | 2076.2 g | 2073.6 g | 2075.1 g | 2075.3 g | |
| 3691.5 g | 3692.5 g | 3689.7 g | 3692.3 g | 3692.1 g | 3690.8 g | |
| 2.439 | 2.439 | 2.439 | 2.439 | 2.439 | 2.439 | |
| 3748.4 g | 3750.6 g | 3745.9 g | ||||
| 2075.3 g | 2074.5 g | 2076.2 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 | ||||
1616.2 cm^3 | 1618.0 cm^3 | 1613.5 cm^3 | 1618.7 cm^3 | 1617.0 cm^3 | 1615.5 cm^3 | |
2.271 | 2.269 | 2.275 | 2.269 | 2.273 | 2.273 | |
6.9 % | 7.0 % | 6.7 % | 7.0 % | 6.8 % | 6.8 % | |
111.5 cm^3 | 113.3 cm^3 | 108.1 cm^3 | 113.3 cm^3 | 110.0 cm^3 | 109.9 cm^3 | |
3748.4 g | 3750.6 g | 3745.9 g | ||||
3759.5 g | 3761.9 g | 3756.7 g | ||||
1673.1 cm^3 | 1676.1 cm^3 | 1669.7 cm^3 | ||||
78.1 cm^3 | 79.3 cm^3 | 75.7 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.5 % | 3.6 % | 3.5 % | ||||
11988 N | 12606 N | 13011 N | 13833 N | 15409 N | 16868 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
535 kPa | 563 kPa | 581 kPa | 618 kPa | 688 kPa | 754 kPa | |
81 psi | 100 psi | |||||
0.81 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies WET Target > 70 psi tested 81 psi / DRY Target >100 psi tested 100 psi
Test was verified on 7/25/2025 ✔