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 | Department 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 | Bid Item | 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 |
| 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 | HMA Pay | No |
Test Details
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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 | |
3813.0 g | 3814.0 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 | ||||
75.0 cm^3 | 82.8 cm^3 | 81.3 cm^3 | ||||
70 % | 78 % | 73 % | ||||
0.0 % | 0.0 % | 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 | ||||||
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Test was verified on 4/11/2018 ✔