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 | 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 |
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 |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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 % | ||||
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 ✔