Summary for Test 2018-04-02-6-7
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 212886 DEA: 023H1204 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-5-R0.0/R22.4 |
| Award Date | 01/03/2018 |
| Closeout Date | 02/06/2019 |
| Work Description | COLD PLANE RAC-O, PLACE RHMA-O, REPLACE AC SURFACING, MBGR |
| Location Description | TEHAMA COUNTY AT AND NEAR CORNING FROM GLENN COUNTY LINE TO 0.3 MILE NORTH OF BRANCH COYOTE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 04/02/2018 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 04/03/2018 |
| Sample type | Acceptance | A brief description of the sample | 3/4-inch Type A HMA |
| The quantity of what the sample constitutes | Production Start Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Michael | Last name of sampler or witnessed by | Allegretto |
| Title of sampler | Lab Tech | Telephone number of sampler | Unknown |
| Laboratory sample identification | 17-07-P07, D77310 | Linked DIME Sample ID | 2018-04-02-5 |
| The fabricator/manufacturer/facility name | Tullis Inc - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 852090 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 1-01 | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | Not set |
| Sublot number | Not set | HMA Mix Number | Not set |
| HMA Pay | No |
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: 2018-04-02-6
DIME Test ID: 2018-04-02-6-7
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: 2018-04-11
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Hickey/McCormick
Date of test: 04/10/2018
| 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 | 94.0 mm | 94.7 mm | 94.9 mm | 94.8 mm | |
| 3737.6 g | 3739.7 g | 3738.3 g | 3733.8 g | 3737.5 g | 3740.0 g | |
| 2158.2 g | 2161.2 g | 2158.6 g | 2155.5 g | 2162.0 g | 2161.1 g | |
| 3765.0 g | 3768.6 g | 3769.1 g | 3762.2 g | 3767.0 g | 3779.1 g | |
| 2.492 | 2.492 | 2.492 | 2.492 | 2.492 | 2.492 | |
| 3812.6 g | 3822.5 g | 3819.6 g | ||||
| 2206.6 g | 2214.8 g | 2209.6 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 240 mmHg | 210 mmHg | 240 mmHg | ||||
| 20 inHg | 21 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1606.8 cm^3 | 1607.4 cm^3 | 1610.5 cm^3 | 1606.7 cm^3 | 1605.0 cm^3 | 1618.0 cm^3 | |
2.326 | 2.327 | 2.321 | 2.324 | 2.329 | 2.311 | |
6.7 % | 6.6 % | 6.9 % | 6.7 % | 6.5 % | 7.3 % | |
107.7 cm^3 | 106.1 cm^3 | 111.1 cm^3 | 107.6 cm^3 | 104.3 cm^3 | 118.1 cm^3 | |
3813 g | 3814 g | 3816.1 g | ||||
3823.8 g | 3824.6 g | 3827.2 g | ||||
1606.0 cm^3 | 1607.7 cm^3 | 1610.0 cm^3 | ||||
75 cm^3 | 82.8 cm^3 | 81.3 cm^3 | ||||
70 % | 78 % | 73 % | ||||
0 % | 0 % | 0 % | ||||
23224 N | 24510 N | 24777 N | 23673 N | 26351 N | 27045 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
9 | 7 | 9 | 8 | 10 | 10 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1039 kPa | 1096 kPa | 1108 kPa | 1061 kPa | 1178 kPa | 1211 kPa | |
157 psi | 167 psi | |||||
0.94 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/11/2018 ✔