Summary for Test 2024-04-07-4-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994612 DEA: 112N1414 EFIS: 1121000253 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-15,78-Various |
| Award Date | 05/26/2023 |
| Closeout Date | 09/26/2024 |
| Work Description | PLACE METHACRYLATE, POLYESTER CONCRETE, JOINT SEALS AND REPAIR SPALLS. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 08/22/2023) |
Sample Information
| Sample Taken Date | 04/07/2024 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 04/08/2024 |
| Sample type | Quality Assurance | A brief description of the sample | PSU |
| The quantity of what the sample constitutes | 12 boxes | 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 | 0401-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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 21217005SR | |
| 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: 2024-04-07-4
DIME Test ID: 2024-04-07-4-5
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: 2024-04-22
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Joseph Seymour
Date of test: 04/22/2024
| 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 | |
| 3765.7 g | 3764.9 g | 3758.8 g | 3760.4 g | 3759.5 g | 3767.7 g | |
| 2129.6 g | 2132.8 g | 2125.8 g | 2143.2 g | 2139.5 g | 2131.9 g | |
| 3773.9 g | 3775.0 g | 3775.0 g | 3778.7 g | 3759.5 g | 3777.8 g | |
| 2.458 | 2.458 | 2.458 | 2.458 | 2.458 | 2.458 | |
| 3853.3 g | 3775.0 g | 3775.0 g | ||||
| 2129.6 g | 2132.8 g | 2125.8 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 93 mmHg | 73 mmHg | 93 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1644.3 cm^3 | 1642.2 cm^3 | 1649.2 cm^3 | 1635.5 cm^3 | 1620.0 cm^3 | 1645.9 cm^3 | |
2.290 | 2.293 | 2.279 | 2.299 | 2.321 | 2.289 | |
6.8 % | 6.7 % | 7.3 % | 6.5 % | 5.6 % | 6.9 % | |
111.8 cm^3 | 110.0 cm^3 | 120.4 cm^3 | 106.3 cm^3 | 90.7 cm^3 | 113.6 cm^3 | |
3844.0 g | 3841.9 g | 3843.1 g | ||||
3855.1 g | 3852.9 g | 3855.1 g | ||||
1723.7 cm^3 | 1642.2 cm^3 | 1649.2 cm^3 | ||||
87.6 cm^3 | 10.1 cm^3 | 16.2 cm^3 | ||||
78 % | 9 % | 13 % | ||||
4.8 % | 0.0 % | 0.0 % | ||||
20726 N | 18169 N | 18981 N | 23709 N | 25076 N | 23072 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
925 kPa | 811 kPa | 847 kPa | 1059 kPa | 1120 kPa | 1031 kPa | |
125 psi | 155 psi | |||||
0.81 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies
Test was verified on 4/22/2024 ✔