Summary for Test 2022-08-18-59-7
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 | 08/18/2022 | Sample Unique Key | 59 |
|---|---|---|---|
| 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 | 08/19/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA with 24.0% RAP and virgin PG 58-22 from Albina – Klamath Falls |
| The quantity of what the sample constitutes | Production Start-Up Evaluation/JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | PEI | Last name of sampler or witnessed by | . |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79133 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Dig It Construction – Sierra Cascade Aggregate and Asphalt Products (Chester, CA) | Transportation Laboratory (TL) Number | 876981 |
| 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 | 1/2 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: 2022-08-18-59
DIME Test ID: 2022-08-18-59-7
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: 2022-09-01
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 08/31/2022
| 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 | |
| 95.1 mm | 95.0 mm | 95.0 mm | 95.1 mm | 95.0 mm | 95.0 mm | |
| 3697.2 g | 3699.3 g | 3698.5 g | 3698.5 g | 3698.8 g | 3698.3 g | |
| 2105.3 g | 2108.5 g | 2114.8 g | 2103.3 g | 2112.6 g | 2114.3 g | |
| 3728.3 g | 3730.2 g | 3728.9 g | 3729.2 g | 3728.7 g | 3733.5 g | |
| 2.460 | 2.460 | 2.460 | 2.460 | 2.460 | 2.460 | |
| 3789.7 g | 3788.4 g | 3778.8 g | ||||
| 2159.9 g | 2165.4 g | 2165.5 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 218 mmHg | 197 mmHg | 143 mmHg | ||||
| 21 inHg | 21 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1623.0 cm^3 | 1621.7 cm^3 | 1614.1 cm^3 | 1625.9 cm^3 | 1616.1 cm^3 | 1619.2 cm^3 | |
2.278 | 2.281 | 2.291 | 2.275 | 2.289 | 2.284 | |
7.4 % | 7.3 % | 6.9 % | 7.5 % | 7.0 % | 7.2 % | |
120.1 cm^3 | 118.4 cm^3 | 111.4 cm^3 | 121.9 cm^3 | 113.1 cm^3 | 116.6 cm^3 | |
3781.3 g | 3782.2 g | 3776.5 g | ||||
3793.3 g | 3794.0 g | 3787.6 g | ||||
1629.8 cm^3 | 1623.0 cm^3 | 1613.3 cm^3 | ||||
92.5 cm^3 | 89.1 cm^3 | 80.3 cm^3 | ||||
77 % | 75 % | 72 % | ||||
0.4 % | 0.1 % | 0.0 % | ||||
24826 N | 23509 N | 23513 N | 30613 N | 29834 N | 32103 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
11 | 13 | 14 | 40 | 37 | 41 | |
0 | 0 | 0 | 1 | 0 | 0 | |
1108 kPa | 1049 kPa | 1049 kPa | 1366 kPa | 1333 kPa | 1434 kPa | |
155 psi | 200 psi | |||||
0.78 | ||||||
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Test was verified on 9/1/2022 ✔