Summary for Test 2020-05-21-38-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 214725 DEA: 020J1304 EFIS: 0219000064 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-139-43.0/53.0 |
| Award Date | 04/10/2020 |
| Closeout Date | 10/06/2020 |
| Work Description | COLD IN-PLACE RECYCLING AND PLACE HMA (TYPE A). |
| Location Description | LASSEN COUNTY ABOUT 42 MILES NORTH OF SUSANVILLE FROM 3.8 MILES NORTH OF SLATE CREEK TO 4.7 MILES SOUTH OF WILLOW CREEK RANCH ROAD |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 05/21/2020 | Sample Unique Key | 38 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/22/2020 | Sample type | Verification |
| A brief description of the sample | 1/2-inch Type A HMA (eq. Pg 64-28M) with 25.0 RAP, 1.1 Lime | The quantity of what the sample constitutes | JMF Verification Renewal |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Jimmy |
| Last name of sampler or witnessed by | Montana | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D78439 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Shaw Pit Facility | |
| Transportation Laboratory (TL) Number | 733195 | 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 | 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: 2020-05-21-38
DIME Test ID: 2020-05-21-38-6
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: 2020-07-16
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: D. Valasek and T. McCormick
Date of test: 05/30/2020
| 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 | 94.8 mm | 94.9 mm | 94.9 mm | 95.1 mm | 94.8 mm | |
| 3700.4 g | 3700.1 g | 3699.5 g | 3699.8 g | 3699.2 g | 3699.9 g | |
| 2079.1 g | 2085.2 g | 2078.2 g | 2078.5 g | 2077.5 g | 2081.6 g | |
| 3714.1 g | 3714.5 g | 3713.1 g | 3711.8 g | 3711.3 g | 3711.8 g | |
| 2.432 | 2.432 | 2.432 | 2.432 | 2.432 | 2.432 | |
| 3790.0 g | 3781.0 g | 3780.1 g | ||||
| 95.4 mm | 95.2 mm | 95.4 mm | ||||
| 241 mmHg | 147 mmHg | 242 mmHg | ||||
| 202 inHg | 23 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1635.0 cm^3 | 1629.3 cm^3 | 1634.9 cm^3 | 1633.3 cm^3 | 1633.8 cm^3 | 1630.2 cm^3 | |
2.263 | 2.271 | 2.263 | 2.265 | 2.264 | 2.270 | |
6.9 % | 6.6 % | 6.9 % | 6.9 % | 6.9 % | 6.7 % | |
112.8 cm^3 | 107.5 cm^3 | 112.8 cm^3 | 112.7 cm^3 | 112.7 cm^3 | 109.2 cm^3 | |
3779.4 g | 3775.4 g | 3778.5 g | ||||
3790.6 g | 3786.1 g | 3789.7 g | ||||
1635.0 cm^3 | 1629.3 cm^3 | 1639.8 cm^3 | ||||
89.6 cm^3 | 80.9 cm^3 | 80.6 cm^3 | ||||
79 % | 75 % | 71 % | ||||
14581 N | 15164 N | 15360 N | 18874 N | 18580 N | 19443 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
9 | 9 | 12 | 14 | 12 | 9 | |
0 | 0 | 0 | 0 | 0 | 0 | |
649 kPa | 676 kPa | 683 kPa | 844 kPa | 829 kPa | 870 kPa | |
97 psi | 123 psi | |||||
0.79 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/16/2020 ✔