Summary for Test 2022-09-02-55-5
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 | 06/09/2023 |
| Closeout Date | Not set |
| 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 | 09/02/2022 | Sample Unique Key | 55 |
|---|---|---|---|
| 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 | 09/02/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Lime 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 | Brandon | Last name of sampler or witnessed by | Evangelista |
| Title of sampler | ARE | Telephone number of sampler | |
| Laboratory sample identification | D79149 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction – Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 891189 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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 |
Test Details
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DIME Sample ID: 2022-09-02-55
DIME Test ID: 2022-09-02-55-5
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: 2022-09-16
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny and Dennis Hickey
Date of test: 09/14/2022
| 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 | |
| 94.9 mm | 94.9 mm | 94.8 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3879.2 g | 3877.6 g | 3879.4 g | 3878.3 g | 3878.5 g | 3879.3 g | |
| 2275.4 g | 2277.1 g | 2278.1 g | 2278.4 g | 2278.0 g | 2280.9 g | |
| 3898.7 g | 3903.8 g | 3905.0 g | 3902.0 g | 3901.3 g | 3909.6 g | |
| 2.555 | 2.555 | 2.555 | 2.555 | 2.555 | 2.555 | |
| 3957.7 g | 3958.7 g | 3956.1 g | ||||
| 2335.2 g | 2332.0 g | 2326.8 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 156 mmHg | 218 mmHg | 229 mmHg | ||||
| 23 inHg | 21 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1623.3 cm^3 | 1626.7 cm^3 | 1626.9 cm^3 | 1623.6 cm^3 | 1623.3 cm^3 | 1628.7 cm^3 | |
2.390 | 2.384 | 2.385 | 2.389 | 2.389 | 2.382 | |
6.5 % | 6.7 % | 6.7 % | 6.5 % | 6.5 % | 6.8 % | |
105.5 cm^3 | 109.0 cm^3 | 109.0 cm^3 | 105.5 cm^3 | 105.5 cm^3 | 110.8 cm^3 | |
3953 g | 3953.9 g | 3955.7 g | ||||
3963.6 g | 3964.8 g | 3966.6 g | ||||
1622.5 cm^3 | 1626.7 cm^3 | 1629.3 cm^3 | ||||
78.5 cm^3 | 81.1 cm^3 | 76.7 cm^3 | ||||
74 % | 74 % | 70 % | ||||
0 % | 0 % | 0.1 % | ||||
21285 N | 20386 N | 21102 N | 21169 N | 21721 N | 22615 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
8 | 11 | 9 | 11 | 13 | 10 | |
0 | 0 | 0 | 0 | 0 | 0 | |
952 kPa | 912 kPa | 944 kPa | 947 kPa | 971 kPa | 1011 kPa | |
136 psi | 142 psi | |||||
0.96 | ||||||
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Test was verified on 9/16/2022 ✔