Summary for Test 2022-09-14-77-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215367 DEA: 021J4904 EFIS: 0220000084 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-32-14.0/20.0 |
| Award Date | 02/02/2021 |
| Closeout Date | 04/11/2024 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A). |
| Location Description | TEHAMA COUNTY ABOUT 28 MILES EAST OF FOREST RANCH FROM 1.1 MILES EAST OF DEER CREEK BRIDGE NO. 08-0068 TO 0.4 MILE WEST OF SLATE CREEK BRIDGE NO. 08-0154 |
| QA Service Level | 1 (Verified on 12/24/2020) |
Sample Information
| Sample Taken Date | 09/14/2022 | Sample Unique Key | 77 |
|---|---|---|---|
| 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 | 09/15/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 17 boxes of Lime Treated 3/8-inch Type A HMA with 25% RAP and virgin PG 58-34 M from Valero (Benicia, CA) |
| 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 | Ryan | Last name of sampler or witnessed by | . |
| Title of sampler | PEI | Telephone number of sampler | |
| Laboratory sample identification | D79159 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Dig It Construction – Sierra Cascade Aggregate and Asphalt Products (Chester, CA) | Transportation Laboratory (TL) Number | 876990 |
| 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 | 3/8 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: 2022-09-14-77
DIME Test ID: 2022-09-14-77-5
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: 2022-10-03
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 09/23/2022
| 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 | 94.9 mm | 95.0 mm | 94.9 mm | 94.9 mm | |
| 3675.4 g | 3675.7 g | 3675.4 g | 3675.6 g | 3674.8 g | 3675.1 g | |
| 2092.1 g | 2088.9 g | 2095.2 g | 2089.1 g | 2089.9 g | 2092.4 g | |
| 3713.1 g | 3713.0 g | 3719.5 g | 3711.2 g | 3713.4 g | 3715.7 g | |
| 2.445 | 2.445 | 2.445 | 2.445 | 2.445 | 2.445 | |
| 3767.9 g | 3761.2 g | 3764.2 g | ||||
| 2146.9 g | 2136.8 g | 2139.9 g | ||||
| 95.1 mm | 95.0 mm | 95.0 mm | ||||
| 247 mmHg | 261 mmHg | 299 mmHg | ||||
| 19 inHg | 19 inHg | 18 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1621.0 cm^3 | 1624.1 cm^3 | 1624.3 cm^3 | 1622.1 cm^3 | 1623.5 cm^3 | 1623.3 cm^3 | |
2.267 | 2.263 | 2.263 | 2.266 | 2.264 | 2.264 | |
7.3 % | 7.4 % | 7.4 % | 7.3 % | 7.4 % | 7.4 % | |
118.3 cm^3 | 120.2 cm^3 | 120.2 cm^3 | 118.4 cm^3 | 120.1 cm^3 | 120.1 cm^3 | |
3758.2 g | 3759.8 g | 3759.5 g | ||||
3770.0 g | 3771.9 g | 3771.6 g | ||||
1621.0 cm^3 | 1624.4 cm^3 | 1624.3 cm^3 | ||||
92.5 cm^3 | 85.5 cm^3 | 88.8 cm^3 | ||||
78 % | 71 % | 74 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
17949 N | 17615 N | 17781 N | 21142 N | 21467 N | 21445 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
17 | 22 | 16 | 22 | 21 | 28 | |
0 | 0 | 0 | 0 | 0 | 0 | |
801 kPa | 787 kPa | 794 kPa | 945 kPa | 960 kPa | 959 kPa | |
115 psi | 138 psi | |||||
0.83 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/3/2022 ✔