Summary for Test 2024-02-29-28-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995013 DEA: 11424804 EFIS: 1116000068 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-54-0/6.4 |
| Award Date | 05/30/2023 |
| Closeout Date | 08/21/2025 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 07/24/2023) |
Sample Information
| Sample Taken Date | 02/29/2024 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 03/01/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA JMF |
| 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 | 0301-JMF | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Otay | 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 | 221534 Otay Val | |
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-02-29-28
DIME Test ID: 2024-02-29-28-5
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: 2024-03-13
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 03/14/2024
| 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 | |
| 3789.5 g | 3789.4 g | 3816.3 g | 3767.1 g | 3810.9 g | 3815.4 g | |
| 2177.7 g | 2181.3 g | 2196.9 g | 2166.7 g | 2201.9 g | 2197.8 g | |
| 3814.3 g | 3814.7 g | 3828.1 g | 3792.8 g | 3830.5 g | 3831.9 g | |
| 2.502 | 2.502 | 2.502 | 2.502 | 2.502 | 2.502 | |
| 3882.1 g | 14817.0 g | 10916.0 g | ||||
| 2166.7 g | 2181.3 g | 2196.9 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 | ||||
1636.6 cm^3 | 1633.4 cm^3 | 1631.2 cm^3 | 1626.1 cm^3 | 1628.6 cm^3 | 1634.1 cm^3 | |
2.315 | 2.320 | 2.340 | 2.317 | 2.340 | 2.335 | |
7.5 % | 7.3 % | 6.5 % | 7.4 % | 6.5 % | 6.7 % | |
122.7 cm^3 | 119.2 cm^3 | 106.0 cm^3 | 120.3 cm^3 | 105.9 cm^3 | 109.5 cm^3 | |
3875.4 g | 3872.8 g | 3890.5 g | ||||
3887.7 g | 3884.8 g | 3901.1 g | ||||
1715.4 cm^3 | 12635.7 cm^3 | 8719.1 cm^3 | ||||
92.6 cm^3 | 11027.6 cm^3 | 7099.7 cm^3 | ||||
75 % | 9251 % | 6698 % | ||||
4.8 % | 673.6 % | 434.5 % | ||||
15231 N | 14817 N | 10916 N | 23571 N | 25982 N | 25435 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
680 kPa | 661 kPa | 487 kPa | 1053 kPa | 1161 kPa | 1136 kPa | |
88 psi | 162 psi | |||||
0.54 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Wet > 70 and Dry > 100
Test was verified on 3/13/2024 ✔