Summary for Test 2020-05-22-27-6
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 | 27 |
|---|---|---|---|
| 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 | 05/22/2020 |
| Sample type | Verification | A brief description of the sample | 1/2-inch RHMA-G (PG 64-16 CR) with 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 | D78444 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Northstate Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 897706 |
| 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 | 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: 2020-05-22-27
DIME Test ID: 2020-05-22-27-6
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: 2020-07-24
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 | |
| 3639.0 g | 3641.9 g | 3639.9 g | 3640.9 g | 3638.9 g | 3639.9 g | |
| 2035.5 g | 2045.1 g | 2040.6 g | 2038.5 g | 2033.2 g | 2040.2 g | |
| 3667.7 g | 3672.8 g | 3670.1 g | 3668.1 g | 3663.9 g | 3667.7 g | |
| 2.395 | 2.395 | 2.395 | 2.395 | 2.395 | 2.395 | |
| 3724.9 g | 3726.2 g | 3725.9 g | ||||
| 2090.7 g | 2097.4 g | 2095.4 g | ||||
| 95.0 mm | 95.0 mm | 95.0 mm | ||||
| 196 mmHg | 167 mmHg | 199 mmHg | ||||
| 22 inHg | 23 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1632.2 cm^3 | 1627.7 cm^3 | 1629.5 cm^3 | 1629.6 cm^3 | 1630.7 cm^3 | 1627.5 cm^3 | |
2.230 | 2.237 | 2.234 | 2.234 | 2.231 | 2.236 | |
6.9 % | 6.6 % | 6.7 % | 6.7 % | 6.8 % | 6.6 % | |
112.6 cm^3 | 107.4 cm^3 | 109.2 cm^3 | 109.2 cm^3 | 110.9 cm^3 | 107.4 cm^3 | |
3717.8 g | 3717.1 g | 3716.3 g | ||||
3729.1 g | 3727.8 g | 3727.3 g | ||||
1634.2 cm^3 | 1628.8 cm^3 | 1630.5 cm^3 | ||||
85.9 cm^3 | 84.3 cm^3 | 86.0 cm^3 | ||||
76 % | 78 % | 79 % | ||||
0.1 % | 0.1 % | 0.1 % | ||||
22904 N | 22352 N | 22339 N | 22686 N | 23789 N | 24114 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
45 | 45 | 43 | 28 | 31 | 33 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1023 kPa | 999 kPa | 998 kPa | 1016 kPa | 1065 kPa | 1080 kPa | |
146 psi | 153 psi | |||||
0.95 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/24/2020 ✔