Summary for Test 2021-07-22-34-3
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215483 DEA: 022J0004 EFIS: 0221000017 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-49-0.0/7.5 |
| Award Date | 04/05/2021 |
| Closeout Date | 11/24/2021 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A). |
| Location Description | PLUMAS COUNTY AT AND NEAR VINTON FROM SIERRA COUNTY LINE TO ROUTE 70 |
| QA Service Level | 1 (Verified on 03/08/2021) |
Sample Information
| Sample Taken Date | 07/22/2021 | Sample Unique Key | 34 |
|---|---|---|---|
| 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 | 07/23/2021 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 HMA-A 15rap PG64-10 Valero |
| The quantity of what the sample constitutes | PSE 16 boxs | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Erik | Last name of sampler or witnessed by | Benson |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78909 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Western NV Materials, Spanish Springs | Transportation Laboratory (TL) Number | 996940 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 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: 2021-07-22-34
DIME Test ID: 2021-07-22-34-3
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: 2021-08-09
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 07/30/2021
| 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 | 94.8 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.8 mm | |
| 3778.5 g | 3779.6 g | 3779.9 g | 3774.7 g | 3778.1 g | 3779.9 g | |
| 2167.4 g | 2162.6 g | 2167.0 g | 2166.2 g | 2158.4 g | 2161.6 g | |
| 3798.5 g | 3799.6 g | 3799.9 g | 3795.7 g | 3796.5 g | 3799.2 g | |
| 2.477 | 2.477 | 2.477 | 2.477 | 2.477 | 2.477 | |
| 3853.8 g | 3858.2 g | 3859.1 g | ||||
| 2223.5 g | 2221.4 g | 2227.0 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 186 mmHg | 199 mmHg | 177 mmHg | ||||
| 22 inHg | 21 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1631.1 cm^3 | 1637.0 cm^3 | 1632.9 cm^3 | 1629.5 cm^3 | 1638.1 cm^3 | 1637.6 cm^3 | |
2.317 | 2.309 | 2.315 | 2.316 | 2.306 | 2.308 | |
6.5 % | 6.8 % | 6.5 % | 6.5 % | 6.9 % | 6.8 % | |
106.0 cm^3 | 111.3 cm^3 | 106.1 cm^3 | 105.9 cm^3 | 113.0 cm^3 | 111.4 cm^3 | |
3852.7 g | 3857.5 g | 3854.2 g | ||||
3863.3 g | 3868.6 g | 3864.8 g | ||||
1630.3 cm^3 | 1636.8 cm^3 | 1632.1 cm^3 | ||||
75.3 cm^3 | 78.6 cm^3 | 79.2 cm^3 | ||||
71 % | 71 % | 75 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
27797 N | 28611 N | 29598 N | 30061 N | 29963 N | 32734 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
17 | 15 | 19 | 22 | 14 | 18 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1243 kPa | 1280 kPa | 1324 kPa | 1344 kPa | 1340 kPa | 1465 kPa | |
186 psi | 201 psi | |||||
0.93 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/9/2021 ✔