Summary for Test 2025-01-29-11-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994331 DEA: 11430254 EFIS: 1118000079 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-52-5.1/9.0 |
| Award Date | 12/21/2023 |
| Closeout Date | Not set |
| Work Description | CONST AUX LANE, COMPACTION GROUTING, RHMA, LANDSCAPE, & ELECTRICAL. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM 0.4 MILE WEST OF CONVOY STREET OVERCROSSING TO 0.3 MILE EAST OF SANTO ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 02/05/2024) |
Sample Information
| Sample Taken Date | 01/29/2025 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 02/04/2025 |
| Sample type | Quality Assurance | A brief description of the sample | HMA |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Derrick | Last name of sampler or witnessed by | McCovy |
| Title of sampler | Telephone number of sampler | 6193722435 | |
| Laboratory sample identification | 0818-PSU | Linked DIME Sample ID | 2025-01-29-12 |
| 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: 2025-01-29-11
DIME Test ID: 2025-01-29-11-5
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: 2025-02-14
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 02/12/2025
| 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 | |
| 3845.4 g | 3844.7 g | 3847.5 g | 3845.5 g | 3848.8 g | 3844.7 g | |
| 2240.9 g | 2245.6 g | 2246.9 g | 2248.1 g | 2246.4 g | 2254.8 g | |
| 3866.3 g | 3870.8 g | 3876.4 g | 3881.6 g | 3873.1 g | 3875.2 g | |
| 2.545 | 2.545 | 2.545 | 2.545 | 2.545 | 2.545 | |
| 3925.0 g | 3930.0 g | 3928.1 g | ||||
| 2240.9 g | 2245.6 g | 2246.9 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 130 mmHg | 130 mmHg | 130 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1625.4 cm^3 | 1625.2 cm^3 | 1629.5 cm^3 | 1633.5 cm^3 | 1626.7 cm^3 | 1620.4 cm^3 | |
2.366 | 2.366 | 2.361 | 2.354 | 2.366 | 2.373 | |
7.0 % | 7.0 % | 7.2 % | 7.5 % | 7.0 % | 6.8 % | |
113.8 cm^3 | 113.8 cm^3 | 117.3 cm^3 | 122.5 cm^3 | 113.9 cm^3 | 110.2 cm^3 | |
3925.1 g | 3924.4 g | 3929.6 g | ||||
3936.4 g | 3935.7 g | 3941.3 g | ||||
1684.1 cm^3 | 1684.4 cm^3 | 1681.2 cm^3 | ||||
79.6 cm^3 | 85.3 cm^3 | 80.6 cm^3 | ||||
70 % | 75 % | 69 % | ||||
3.6 % | 3.6 % | 3.2 % | ||||
15782 N | 16000 N | 16200 N | 19666 N | 20525 N | 20440 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
704 kPa | 714 kPa | 723 kPa | 879 kPa | 917 kPa | 913 kPa | |
103 psi | 131 psi | |||||
0.79 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Targets WET >70 psi DRY> 100 psi Tested WET-103 psi and DRY-131psi
Test was verified on 2/14/2025 ✔