Summary for Test 2021-06-21-71-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 212245 DEA: 024F8604 EFIS: 0213000043 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-36-26.7/27.1 |
| Award Date | 11/02/2018 |
| Closeout Date | 05/23/2022 |
| Work Description | ROADWAY REALIGNMENT AND NEW BRIDGE CONSTRUCTION |
| Location Description | TRINITY COUNTY ABOUT 9 MILES EAST OF FOREST GLEN FROM 0.6 MILE WEST TO 0.1 MILE WEST OF ROUTE 3 |
| QA Service Level | 1 (Verified on 03/21/2017) |
Sample Information
| Sample Taken Date | 06/21/2021 | Sample Unique Key | 71 |
|---|---|---|---|
| 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 | 06/21/2021 |
| Sample type | 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 | Unknown | Last name of sampler or witnessed by | Unknown |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78850 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 823530 |
| 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: 2021-06-21-71
DIME Test ID: 2021-06-21-71-5
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: 2022-01-27
Test Results
Input Type: Measured
Tester's full name: Colt Sweeny and T.McCormick
Date of test: 07/01/2021
| Dry 1 | Dry 2 | Dry 3 | Wet 1 | Wet 2 | Wet 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | |
| 94.9 mm | 95.0 mm | 94.8 mm | 94.9 mm | 94.8 mm | 94.8 mm | |
| 3906.3 g | 3902.5 g | 3903.3 g | 3903.2 g | 3903.0 g | 3903.0 g | |
| 3923.7 g | 3919.0 g | 3920.1 g | 3919.7 g | 3919.2 g | 3922.6 g | |
| 2294.8 g | 2289.4 g | 2299.9 g | 2292.9 g | 2294.3 g | 2297.1 g | |
| 2.576 | 2.576 | 2.576 | 2.576 | 2.576 | 2.576 | |
| 22935 N | 21160 N | 21160 N | 16249 N | 17393 N | 17664 N | |
| 3982.1 g | 3979.9 g | 3990.5 g | ||||
| 2356.0 g | 2355.8 g | 2365.0 g | ||||
| 0 | 0 | 0 | 0 | 0 | 0 | |
| 39 | 39 | 37 | 14 | 11 | 12 | |
| 1 | 0 | 0 | 0 | 0 | 0 | |
| 94.8 mm | 94.8 mm | 94.8 mm | ||||
| 141 mmHg | 125 mmHg | 107 mmHg | ||||
| 23 inHg | 24 inHg | 25 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1628.9 cm^3 | 1629.6 cm^3 | 1620.2 cm^3 | 1626.8 cm^3 | 1624.9 cm^3 | 1625.5 cm^3 | |
2.398 | 2.395 | 2.409 | 2.399 | 2.402 | 2.401 | |
6.9 % | 7.0 % | 6.5 % | 6.9 % | 6.8 % | 6.8 % | |
112.4 cm^3 | 114.1 cm^3 | 105.3 cm^3 | 112.2 cm^3 | 110.5 cm^3 | 110.5 cm^3 | |
3981.7 g | 3980.4 g | 3980.4 g | ||||
3993 g | 3991.4 g | 3991.4 g | ||||
1626.1 cm^3 | 1624.1 cm^3 | 1625.5 cm^3 | ||||
78.9 cm^3 | 76.9 cm^3 | 87.5 cm^3 | ||||
70 % | 70 % | 79 % | ||||
0 % | 0 % | 0 % | ||||
1026 kPa | 945 kPa | 947 kPa | 727 kPa | 779 kPa | 791 kPa | |
141 psi | 111 psi | |||||
0.79 | ||||||
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Test was verified on 1/27/2022 ✔