Summary for Test 2024-01-02-3-7
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994610 DEA: 112N1204 EFIS: 1121000149 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-8,15,67-VARIOUS |
| Award Date | 05/19/2023 |
| Closeout Date | 09/17/2024 |
| Work Description | MICRO-SURFACING, COLD PLANE, OVERLAY, STRIPING, & SHOULDER BACKING. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 07/18/2023) |
Sample Information
| Sample Taken Date | 01/02/2024 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 01/03/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA PSU |
| The quantity of what the sample constitutes | 12 boxes 2 bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Ben | Last name of sampler or witnessed by | Smith |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 9309-PSU | Linked DIME Sample ID | |
| 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 | |
| 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: 2024-01-02-3
DIME Test ID: 2024-01-02-3-7
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: 2024-01-17
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 01/12/2024
| 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 | |
| 3761.1 g | 3755.2 g | 3826.4 g | 3800.1 g | 3828.0 g | 3827.7 g | |
| 2152.0 g | 2152.0 g | 2199.0 g | 2177.3 g | 2194.4 g | 2196.4 g | |
| 3780.6 g | 3777.7 g | 3843.7 g | 3826.9 g | 3841.4 g | 3844.2 g | |
| 2.488 | 2.488 | 2.488 | 2.488 | 2.488 | 2.488 | |
| 3850.4 g | 3849.4 g | 3909.6 g | ||||
| 2152.0 g | 2152.0 g | 2199.0 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 220 mmHg | 220 mmHg | 220 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1628.6 cm^3 | 1625.7 cm^3 | 1644.7 cm^3 | 1649.6 cm^3 | 1647.0 cm^3 | 1647.8 cm^3 | |
2.309 | 2.310 | 2.327 | 2.304 | 2.324 | 2.323 | |
7.2 % | 7.2 % | 6.5 % | 7.4 % | 6.6 % | 6.6 % | |
117.3 cm^3 | 117.1 cm^3 | 106.9 cm^3 | 122.1 cm^3 | 108.7 cm^3 | 108.8 cm^3 | |
3843.2 g | 3837.2 g | 3901.2 g | ||||
3854.9 g | 3848.9 g | 3911.9 g | ||||
1698.4 cm^3 | 1697.4 cm^3 | 1710.6 cm^3 | ||||
89.3 cm^3 | 94.2 cm^3 | 83.2 cm^3 | ||||
76 % | 80 % | 78 % | ||||
4.3 % | 4.4 % | 4.0 % | ||||
19034 N | 18311 N | 20932 N | 25528 N | 30513 N | 32712 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
849 kPa | 817 kPa | 934 kPa | 1140 kPa | 1363 kPa | 1461 kPa | |
126 psi | 192 psi | |||||
0.66 | ||||||
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Test was verified on 1/17/2024 ✔