Summary for Test 2020-05-22-24-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 212866 DEA: 021H9704 EFIS: 0216000051 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-12.6/13.1 |
| Award Date | 11/25/2019 |
| Closeout Date | 10/06/2020 |
| Work Description | CURVE REALIGNMENT AND HMA PAVING. |
| Location Description | TEHAMA COUNTY ABOUT 16 MILES EAST OF PLATINA FROM 2.3 MILES EAST TO 2.8 MILES EAST OF DRY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 05/22/2020 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 05/23/2020 |
| Sample type | Verification | A brief description of the sample | 3/4-inch RHMA-G (PG 64-16 CR), 1.0 Lime |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Karen | Last name of sampler or witnessed by | Spliethof |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78441 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Northstate Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 897702 |
| 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 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: 2020-05-22-24
DIME Test ID: 2020-05-22-24-6
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: 2020-07-21
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/02/2020
| 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 | |
| 94.8 mm | 94.8 mm | 94.8 mm | 94.8 mm | 94.8 mm | 94.8 mm | |
| 3634.6 g | 3636.5 g | 3635.5 g | 3636.4 g | 3633.9 g | 3635.3 g | |
| 2046.2 g | 2044.3 g | 2043.1 g | 2041.2 g | 2038.9 g | 2044.9 g | |
| 3671.5 g | 3664.6 g | 3667.2 g | 3665.5 g | 3663.5 g | 3665.2 g | |
| 2.403 | 2.403 | 2.403 | 2.403 | 2.403 | 2.403 | |
| 3721.6 g | 3718.4 g | 3719.5 g | ||||
| 2096.3 g | 2098.2 g | 2095.0 g | ||||
| 95.0 mm | 94.9 mm | 95.0 mm | ||||
| 193 mmHg | 154 mmHg | 185 mmHg | ||||
| 21 inHg | 23 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1625.3 cm^3 | 1620.3 cm^3 | 1624.1 cm^3 | 1624.3 cm^3 | 1624.6 cm^3 | 1620.3 cm^3 | |
2.236 | 2.244 | 2.238 | 2.239 | 2.237 | 2.244 | |
6.9 % | 6.6 % | 6.9 % | 6.8 % | 6.9 % | 6.6 % | |
112.1 cm^3 | 106.9 cm^3 | 112.1 cm^3 | 110.5 cm^3 | 112.1 cm^3 | 106.9 cm^3 | |
3713.1 g | 3711.3 g | 3714.0 g | ||||
3724.3 g | 3722.0 g | 3725.2 g | ||||
1625.3 cm^3 | 1620.2 cm^3 | 1624.5 cm^3 | ||||
87.0 cm^3 | 81.9 cm^3 | 84.0 cm^3 | ||||
78 % | 77 % | 75 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
20413 N | 21503 N | 20876 N | 21832 N | 22775 N | 22455 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
36 | 42 | 43 | 28 | 30 | 28 | |
0 | 0 | 1 | 0 | 0 | 0 | |
912 kPa | 962 kPa | 933 kPa | 977 kPa | 1020 kPa | 1005 kPa | |
136 psi | 145 psi | |||||
0.94 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/21/2020 ✔