Summary for Test 2023-05-19-82-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 212498 DEA: 021H5204 EFIS: 0217000009 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3,263-48.5/49.7 - 49.41 |
| Award Date | 08/04/2022 |
| Closeout Date | 09/30/2025 |
| Work Description | Roadway Rehabilitation |
| Location Description | 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 05/19/2023 | Sample Unique Key | 82 |
|---|---|---|---|
| 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 | 05/19/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-16) with 23.6% RAP and virgin PG 58-22 from Valero - Benicia |
| 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 | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79241 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 815614 |
| 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 | ||
| 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: 2023-05-19-82
DIME Test ID: 2023-05-19-82-6
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: 2023-06-29
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 06/13/2023
| 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 | 94.9 mm | 94.9 mm | 95.0 mm | 94.9 mm | 94.9 mm | |
| 3868.6 g | 3887.8 g | 3887.3 g | 3887.5 g | 3888.1 g | 3887.4 g | |
| 2298.9 g | 2306.2 g | 2311.4 g | 2311.0 g | 2313.0 g | 2311.8 g | |
| 3907.8 g | 3914.5 g | 3920.3 g | 3926.8 g | 3921.6 g | 3925.9 g | |
| 2.599 | 2.599 | 2.599 | 2.599 | 2.599 | 2.599 | |
| 3961.3 g | 3976.2 g | 3976.4 g | ||||
| 2352.4 g | 2367.9 g | 2368.3 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 184 mmHg | 132 mmHg | 153 mmHg | ||||
| 22 inHg | 23 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1608.9 cm^3 | 1608.3 cm^3 | 1608.9 cm^3 | 1615.8 cm^3 | 1608.6 cm^3 | 1614.1 cm^3 | |
2.404 | 2.417 | 2.416 | 2.406 | 2.417 | 2.408 | |
7.5 % | 7.0 % | 7.0 % | 7.4 % | 7.0 % | 7.3 % | |
120.7 cm^3 | 112.6 cm^3 | 112.6 cm^3 | 119.6 cm^3 | 112.6 cm^3 | 117.8 cm^3 | |
3953.1 g | 3966.6 g | 3966.1 g | ||||
3965.2 g | 3977.9 g | 3977.4 g | ||||
1608.9 cm^3 | 1608.3 cm^3 | 1608.1 cm^3 | ||||
92.7 cm^3 | 88.4 cm^3 | 89.1 cm^3 | ||||
77 % | 79 % | 79 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
18549 N | 18011 N | 17931 N | 18936 N | 21307 N | 21134 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
21 | 12 | 18 | 32 | 29 | 23 | |
0 | 0 | 0 | 0 | 0 | 1 | |
830 kPa | 805 kPa | 802 kPa | 846 kPa | 953 kPa | 945 kPa | |
118 psi | 133 psi | |||||
0.89 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=133,
S2=118,
TSR=89%
Test was verified on 6/29/2023 ✔