Summary for Test 2021-05-06-28-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 214874 DEA: 022H0504 EFIS: 0216000093 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-36-R34.8/R35.4 |
| Award Date | 05/27/2020 |
| Closeout Date | 09/27/2021 |
| Work Description | REALIGN ROADWAY, DRAINAGE, GUARDRAIL, AND EROSION CONTROL. |
| Location Description | TRINITY COUNTY ABOUT 15 MILES WEST OF PLATINA FROM 3.6 MILES TO 2.9 MILES WEST OF HAYFORK CREEK BRIDGE. |
| QA Service Level | 1 (Verified on 05/26/2020) |
Sample Information
| Sample Taken Date | 05/06/2021 | Sample Unique Key | 28 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/06/2021 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-28 M) | 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 | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D78791 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Knife River Construction - Orland Plant | |
| Transportation Laboratory (TL) Number | 768789 | 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 | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 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: 2021-05-06-28
DIME Test ID: 2021-05-06-28-5
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: 2021-07-08
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: D. Valasek and C. Sweeny
Date of test: 05/18/2021
| 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 | |
| 95.0 mm | 94.9 mm | 94.8 mm | 94.7 mm | 94.8 mm | 94.7 mm | |
| 3887.5 g | 3889.6 g | 3890.3 g | 3889.1 g | 3890.3 g | 3888.2 g | |
| 2299.3 g | 2305.7 g | 2301.8 g | 2298.1 g | 2295.5 g | 2307.6 g | |
| 3912.0 g | 3925.8 g | 3919.6 g | 3916.4 g | 3918.8 g | 3918.1 g | |
| 2.583 | 2.583 | 2.583 | 2.583 | 2.583 | 2.583 | |
| 3963.5 g | 3979.3 g | 3974.1 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 105 mmHg | 133 mmHg | 105 mmHg | ||||
| 25 inHg | 24 inHg | 25 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1612.7 cm^3 | 1620.1 cm^3 | 1617.8 cm^3 | 1618.3 cm^3 | 1623.3 cm^3 | 1610.5 cm^3 | |
2.411 | 2.401 | 2.405 | 2.403 | 2.397 | 2.414 | |
6.7 % | 7.0 % | 6.9 % | 7.0 % | 7.2 % | 6.5 % | |
108.1 cm^3 | 113.4 cm^3 | 111.6 cm^3 | 113.3 cm^3 | 116.9 cm^3 | 104.7 cm^3 | |
3963.2 g | 3969.0 g | 3968.4 g | ||||
3974.0 g | 3980.3 g | 3979.6 g | ||||
1612.7 cm^3 | 1620.1 cm^3 | 1617.8 cm^3 | ||||
76.0 cm^3 | 89.7 cm^3 | 83.8 cm^3 | ||||
70 % | 79 % | 75 % | ||||
23656 N | 23264 N | 24123 N | 28682 N | 29100 N | 29478 N | |
0 | 1 | 1 | 0 | 0 | 0 | |
17 | 22 | 25 | 30 | 37 | 30 | |
0 | 2 | 2 | 0 | 2 | 2 | |
1058 kPa | 1040 kPa | 1079 kPa | 1285 kPa | 1303 kPa | 1321 kPa | |
154 psi | 189 psi | |||||
0.81 | ||||||
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Test was verified on 7/8/2021 ✔