Summary for Test 2021-08-25-52-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 08/25/2021 | Sample Unique Key | 52 |
|---|---|---|---|
| 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 | 12/23/2021 |
| Sample type | Verification | A brief description of the sample | 3/4 HMA-A, 15% RAP |
| The quantity of what the sample constitutes | 12 boxes of HMA, 2 cans of binder | From where was the sample collected | Source |
| First name of sampler or witnessed by | Thomas | Last name of sampler or witnessed by | Carter |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Teichert Perkins | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-08-25-52
DIME Test ID: 2021-08-25-52-4
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2022-01-25
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 01/25/2022
| 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 | |
| 3,832.0 g | 3,816.8 g | 3,817.2 g | 3,817.2 g | 3,819.6 g | 3,822.1 g | |
| 2,222.7 g | 2,213.1 g | 2,216.1 g | 2,221.8 g | 2,216.1 g | 2,213.8 g | |
| 3,856.2 g | 3,839.4 g | 3,844.9 g | 3,850.5 g | 3,842.0 g | 3,845.0 g | |
| 2.512 | 2.512 | 2.512 | 2.512 | 2.512 | 2.512 | |
| 3,916.1 g | 3,899.6 g | 3,900.3 g | ||||
| 2,222.8 g | 2,213.1 g | 2,216.1 g | ||||
| 94.8 mm | 94.6 mm | 94.6 mm | ||||
| 190 mmHg | 190 mmHg | 190 mmHg | ||||
| 20 inHg | 20 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1,633.5 cm^3 | 1,626.3 cm^3 | 1,628.8 cm^3 | 1,628.7 cm^3 | 1,625.9 cm^3 | 1,631.2 cm^3 | |
2.346 | 2.347 | 2.344 | 2.344 | 2.349 | 2.343 | |
6.6 % | 6.6 % | 6.7 % | 6.7 % | 6.5 % | 6.7 % | |
107.8 cm^3 | 107.3 cm^3 | 109.1 cm^3 | 109.1 cm^3 | 105.7 cm^3 | 109.3 cm^3 | |
3,907.5 g | 3,891.9 g | 3,893.6 g | ||||
3,918.2 g | 3,902.6 g | 3,904.5 g | ||||
1,693.3 cm^3 | 1,686.5 cm^3 | 1,684.2 cm^3 | ||||
84.1 cm^3 | 82.8 cm^3 | 83.1 cm^3 | ||||
78 % | 77 % | 76 % | ||||
3.7 % | 3.7 % | 3.4 % | ||||
19092 N | 18780 N | 18985 N | 20440 N | 19599 N | 20244 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
855 kPa | 843 kPa | 852 kPa | 913 kPa | 876 kPa | 904 kPa | |
123 psi | 130 psi | |||||
0.95 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/25/2022 ✔