Summary for Test 2021-06-17-41-3
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 212777 DEA: 021H1104 EFIS: 0215000106 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-299-25.58/25.58 |
| Award Date | 12/04/2019 |
| Closeout Date | 08/14/2023 |
| Work Description | BUILDING WORK. |
| Location Description | LASSEN COUNTY ABOUT 11 MILES EAST OF BIEBER AT THE ADIN MAINTENANCE STATION |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 06/17/2021 | Sample Unique Key | 41 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/21/2021 | Sample type | Department Acceptance |
| A brief description of the sample | Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) with 10.0% RAP and virgin PG 64-28 M binder from Albina - Klamath Falls | The quantity of what the sample constitutes | Production Start-Up Evaluation |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Emilio |
| Last name of sampler or witnessed by | Chavez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D78846 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Eagle Peak Rock and Paving, Alturas, CA | |
| Transportation Laboratory (TL) Number | 766442 | 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 | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
| 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: 2021-06-17-41
DIME Test ID: 2021-06-17-41-3
Testing Lab: CT D02 - Redding Northern Regional 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: 2022-01-14
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/29/2021
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | |
| 94.9 mm | 94.9 mm | 94.9 mm | 95.0 mm | 94.9 mm | 94.9 mm | |
| 3694.8 g | 3696.3 g | 3697.5 g | 3693.3 g | 3696.8 g | 3696.3 g | |
| 2095.2 g | 2091.3 g | 2093.3 g | 2079.5 g | 2091.7 g | 2091.4 g | |
| 3720.2 g | 3717.9 g | 3726.6 g | 3712.0 g | 3717.1 g | 3720.3 g | |
| 2.433 | 2.433 | 2.433 | 2.433 | 2.433 | 2.433 | |
| 3773.5 g | 3776.0 g | 3778.9 g | ||||
| 95.4 mm | 95.5 mm | 95.5 mm | ||||
| 197 mmHg | 143 mmHg | 250 mmHg | ||||
| 21 inHg | 23 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1625.0 cm^3 | 1626.6 cm^3 | 1633.3 cm^3 | 1632.5 cm^3 | 1625.4 cm^3 | 1628.9 cm^3 | |
2.274 | 2.272 | 2.264 | 2.262 | 2.274 | 2.269 | |
6.5 % | 6.6 % | 6.9 % | 7.0 % | 6.5 % | 6.7 % | |
105.6 cm^3 | 107.4 cm^3 | 112.7 cm^3 | 114.3 cm^3 | 105.7 cm^3 | 109.1 cm^3 | |
3768.7 g | 3771.5 g | 3776.4 g | ||||
3779.3 g | 3782.2 g | 3787.7 g | ||||
1625.0 cm^3 | 1630.8 cm^3 | 1633.3 cm^3 | ||||
78.7 cm^3 | 79.7 cm^3 | 81.4 cm^3 | ||||
75 % | 74 % | 72 % | ||||
21992 N | 22779 N | 20595 N | 30003 N | 30341 N | 28865 N | |
3 | 1 | 2 | 0 | 0 | 0 | |
30 | 30 | 20 | 40 | 36 | 36 | |
3 | 1 | 2 | 0 | 0 | 1 | |
978 kPa | 1012 kPa | 915 kPa | 1340 kPa | 1357 kPa | 1291 kPa | |
140 psi | 193 psi | |||||
0.73 | ||||||
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Test was verified on 1/14/2022 ✔