Summary for Test 2023-05-15-63-6
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 | 05/15/2023 | Sample Unique Key | 63 |
|---|---|---|---|
| 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 | 05/15/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.6% RAP and virgin PG 58-34 M 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 | D79227 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 815606 |
| 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: 2023-05-15-63
DIME Test ID: 2023-05-15-63-6
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: 2023-06-05
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 05/18/2023
| 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 | |
| 94.8 mm | 94.9 mm | 94.8 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3875.7 g | 3875.7 g | 3875.7 g | 3875.2 g | 3875.8 g | 3875.2 g | |
| 2293.5 g | 2293.0 g | 2283.8 g | 2294.3 g | 2295.4 g | 2291.0 g | |
| 3908.2 g | 3908.8 g | 3903.3 g | 3907.0 g | 3912.2 g | 3910.5 g | |
| 2.577 | 2.577 | 2.577 | 2.577 | 2.577 | 2.577 | |
| 3955.0 g | 3955.9 g | 3957.1 g | ||||
| 2340.3 g | 2337.0 g | 2337.6 g | ||||
| 94.8 mm | 94.9 mm | 94.9 mm | ||||
| 285 mmHg | 208 mmHg | 197 mmHg | ||||
| 19 inHg | 21 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1614.7 cm^3 | 1615.8 cm^3 | 1619.5 cm^3 | 1612.7 cm^3 | 1616.8 cm^3 | 1619.5 cm^3 | |
2.400 | 2.399 | 2.393 | 2.403 | 2.397 | 2.393 | |
6.9 % | 6.9 % | 7.1 % | 6.8 % | 7.0 % | 7.1 % | |
111.4 cm^3 | 111.5 cm^3 | 115.0 cm^3 | 109.7 cm^3 | 113.2 cm^3 | 115.0 cm^3 | |
3953.7 g | 3953.8 g | 3956.2 g | ||||
3964.8 g | 3964.9 g | 3967.7 g | ||||
1614.7 cm^3 | 1618.9 cm^3 | 1619.5 cm^3 | ||||
79.3 cm^3 | 80.2 cm^3 | 81.4 cm^3 | ||||
71 % | 72 % | 71 % | ||||
0.0 % | 0.2 % | 0.0 % | ||||
19399 N | 17659 N | 19799 N | 19401 N | 18958 N | 19786 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
19 | 17 | 14 | 35 | 31 | 40 | |
0 | 0 | 1 | 0 | 1 | 1 | |
868 kPa | 790 kPa | 885 kPa | 868 kPa | 848 kPa | 885 kPa | |
123 psi | 126 psi | |||||
0.98 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=126psi,
S2=123psi,
TSR=98%
Test was verified on 6/5/2023 ✔