Summary for Test 2024-04-10-32-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994332 DEA: 11430444 EFIS: 1118000204 |
|---|---|
| DIST-CO-RTE-PM | 11-IMP-8,78-Var |
| Award Date | 12/22/2022 |
| Closeout Date | 01/27/2025 |
| Work Description | REHABILITATE BRIDGES, CONCRETE BARRIERS, TERMINAL SYSTEMS, ELECTRICAL. |
| Location Description | IMPERIAL COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 02/21/2023) |
Sample Information
| Sample Taken Date | 04/10/2024 | Sample Unique Key | 32 |
|---|---|---|---|
| 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 | 04/11/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA JMFR |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Loper |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 8808-JMFR | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | API Gateway | 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 | 1 |
| Sublot number | 1 | HMA Mix Number | 2 |
| 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: 2024-04-10-32
DIME Test ID: 2024-04-10-32-5
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: 2024-05-21
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Joseph Seymour
Date of test: 04/19/2024
| 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 | |
| 3831.4 g | 3831.9 g | 3827.5 g | 3831.5 g | 3831.5 g | 3827.1 g | |
| 2232.2 g | 2226.9 g | 2232.0 g | 2229.0 g | 2225.2 g | 2232.6 g | |
| 3851.3 g | 3845.5 g | 3849.0 g | 3849.4 g | 3847.4 g | 3849.3 g | |
| 2.540 | 2.540 | 2.540 | 2.540 | 2.540 | 2.540 | |
| 3915.2 g | 3914.8 g | 3910.2 g | ||||
| 2232.2 g | 2226.9 g | 2232.0 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 65 mmHg | 74 mmHg | 59 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1619.1 cm^3 | 1618.6 cm^3 | 1617.0 cm^3 | 1620.4 cm^3 | 1622.2 cm^3 | 1616.7 cm^3 | |
2.366 | 2.367 | 2.367 | 2.365 | 2.362 | 2.367 | |
6.9 % | 6.8 % | 6.8 % | 6.9 % | 7.0 % | 6.8 % | |
111.7 cm^3 | 110.1 cm^3 | 110.0 cm^3 | 111.8 cm^3 | 113.6 cm^3 | 109.9 cm^3 | |
3909.6 g | 3909.0 g | 3904.5 g | ||||
3920.8 g | 3920.0 g | 3915.5 g | ||||
1683.0 cm^3 | 1687.9 cm^3 | 1678.2 cm^3 | ||||
83.8 cm^3 | 82.9 cm^3 | 82.7 cm^3 | ||||
75 % | 75 % | 75 % | ||||
3.9 % | 4.3 % | 3.8 % | ||||
22718 N | 23698 N | 18753 N | 24309 N | 30400 N | 29366 N | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
1014 kPa | 1058 kPa | 837 kPa | 1086 kPa | 1358 kPa | 1312 kPa | |
141 psi | 182 psi | |||||
0.77 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies
Test was verified on 5/21/2024 ✔