Summary for Test 2021-11-02-28-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215424 DEA: 024G4404 EFIS: 0214000013 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3-38.0/38.6 |
| Award Date | 04/05/2021 |
| Closeout Date | 08/14/2023 |
| Work Description | BRIDGE REPLACEMENT |
| Location Description | SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD |
| QA Service Level | 1 (Verified on 01/19/2021) |
Sample Information
| Sample Taken Date | 11/02/2021 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 11/02/2021 |
| Sample type | Department Acceptance | A brief description of the sample | Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 22.0% 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 | Clint | Last name of sampler or witnessed by | Rogers |
| Title of sampler | PI | Telephone number of sampler | |
| Laboratory sample identification | D78970 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 853085 |
| 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 | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-11-02-28
DIME Test ID: 2021-11-02-28-5
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: 2021-11-19
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 11/18/2021
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 150 mm | 150 mm | 150 mm | 150 mm | 150 mm | 150 mm | |
| 94.9 mm | 95.1 mm | 95 mm | 95 mm | 95 mm | 94.8 mm | |
| 3750.6 g | 3753.5 g | 3751.2 g | 3753.5 g | 3753.4 g | 3753.8 g | |
| 2189.2 g | 2182.6 g | 2184.8 g | 2196.2 g | 2191.7 g | 2189 g | |
| 3790.6 g | 3788.4 g | 3789.7 g | 3797.7 g | 3792.8 g | 3795.3 g | |
| 2.523 | 2.523 | 2.523 | 2.523 | 2.523 | 2.523 | |
| 3834.8 g | 3838.9 g | 3837.1 g | ||||
| 2230.4 g | 2232.2 g | 2230.4 g | ||||
| 94.9 mm | 95 mm | 95 mm | ||||
| 270 mmHg | 247 mmHg | 237 mmHg | ||||
| 15 inHg | 21 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1601.4 cm^3 | 1605.8 cm^3 | 1604.9 cm^3 | 1601.5 cm^3 | 1601.1 cm^3 | 1606.3 cm^3 | |
2.342 | 2.337 | 2.337 | 2.344 | 2.344 | 2.337 | |
7.2 % | 7.4 % | 7.4 % | 7.1 % | 7.1 % | 7.4 % | |
115.3 cm^3 | 118.8 cm^3 | 118.8 cm^3 | 113.7 cm^3 | 113.7 cm^3 | 118.9 cm^3 | |
3831.3 g | 3836.7 g | 3834.4 g | ||||
3842.8 g | 3848.5 g | 3846.2 g | ||||
1604.4 cm^3 | 1606.7 cm^3 | 1606.7 cm^3 | ||||
84.2 cm^3 | 85.4 cm^3 | 85.9 cm^3 | ||||
73 % | 72 % | 72 % | ||||
0.2 % | 0.1 % | 0.1 % | ||||
19523 N | 20035 N | 19821 N | 19556 N | 19336 N | 19924 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
23 | 20 | 25 | 16 | 20 | 23 | |
1 | 0 | 0 | 1 | 1 | 2 | |
873 kPa | 895 kPa | 886 kPa | 874 kPa | 864 kPa | 892 kPa | |
128 psi | 127 psi | |||||
1.01 | ||||||
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Test was verified on 11/19/2021 ✔