Summary for Test 2020-06-02-33-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 214513 DEA: 021H3904 EFIS: 0216000041 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R32.0/R32.3 |
| Award Date | 01/24/2020 |
| Closeout Date | 09/28/2021 |
| Work Description | O'BRIEN DECK AND RAIL REHAB: WEATHER INFO SYSTEM, STRUCTURAL CONCRETE, HMA, REMOVE BRIDGE BARRIER. |
| Location Description | SHASTA COUNTY ABOUT 10 MILES SOUTH OF LAKEHEAD FROM 0.1 MILE SOUTH TO 0.3 MILE NORTH OF O'BRIEN UNDERCROSSING |
| QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
| Sample Taken Date | 06/02/2020 | Sample Unique Key | 33 |
|---|---|---|---|
| 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 | 06/02/2020 |
| Sample type | Verification | A brief description of the sample | 1/2-inch Type A HMA (eq. PG 64-28 M) 24.0 RAP, 1.3 Lime |
| The quantity of what the sample constitutes | JMF Verification Renewal | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Ortiz |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78451 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Northstate Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 036435 |
| 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: 2020-06-02-33
DIME Test ID: 2020-06-02-33-6
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: 2020-08-11
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 06/08/2020
| 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 | |
| 94.7 mm | 94.8 mm | 94.7 mm | 94.9 mm | 94.9 mm | 94.8 mm | |
| 3773.1 g | 3774.0 g | 3774.1 g | 3772.9 g | 3773.4 g | 3773.8 g | |
| 2163.4 g | 2169.3 g | 2165.7 g | 2162.9 g | 2163.9 g | 2170.8 g | |
| 3794.5 g | 3795.9 g | 3795.4 g | 3795.1 g | 3793.8 g | 3798.9 g | |
| 2.496 | 2.496 | 2.496 | 2.496 | 2.496 | 2.496 | |
| 3857.9 g | 3855.6 g | 3858.1 g | ||||
| 2213.0 g | 2217.7 g | 2219.1 g | ||||
| 94.9 mm | 94.8 mm | 94.8 mm | ||||
| 239 mmHg | 198 mmHg | 217 mmHg | ||||
| 19 inHg | 21 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1631.1 cm^3 | 1626.6 cm^3 | 1629.7 cm^3 | 1632.2 cm^3 | 1629.9 cm^3 | 1628.1 cm^3 | |
2.313 | 2.320 | 2.316 | 2.312 | 2.315 | 2.318 | |
7.3 % | 7.1 % | 7.2 % | 7.4 % | 7.3 % | 7.1 % | |
119.1 cm^3 | 115.5 cm^3 | 117.3 cm^3 | 120.8 cm^3 | 119.0 cm^3 | 115.6 cm^3 | |
3856.5 g | 3854.9 g | 3856.2 g | ||||
3868.4 g | 3866.4 g | 3867.9 g | ||||
1644.9 cm^3 | 1637.9 cm^3 | 1639.0 cm^3 | ||||
84.8 cm^3 | 81.6 cm^3 | 84.0 cm^3 | ||||
71 % | 71 % | 72 % | ||||
0.8 % | 0.7 % | 0.6 % | ||||
19777 N | 20982 N | 20529 N | 21574 N | 21218 N | 21685 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
24 | 24 | 29 | 12 | 10 | 14 | |
1 | 0 | 0 | 0 | 0 | 0 | |
884 kPa | 939 kPa | 919 kPa | 965 kPa | 949 kPa | 971 kPa | |
133 psi | 139 psi | |||||
0.96 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/11/2020 ✔