Summary for Test 2021-02-16-37-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 214515 DEA: 024F6004 EFIS: 0213000012 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS,TRI-36,96,299-VAR |
| Award Date | 01/14/2020 |
| Closeout Date | 08/24/2022 |
| Work Description | BRIDGE DECK REPAIR, POLYESTER OVERLAY AND RAIL REPLACEMENT. |
| Location Description | SISKIYOU AND TRINITY COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
| Sample Taken Date | 02/16/2021 | Sample Unique Key | 37 |
|---|---|---|---|
| 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 | 02/16/2021 |
| Sample type | Verification | A brief description of the sample | 1/2-inch Type A HMA (PG 64-28 M) |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78745 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Mercer-Fraser Company, Willow Creek Plant, Willow Creek, CA | Transportation Laboratory (TL) Number | 853474 |
| 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-02-16-37
DIME Test ID: 2021-02-16-37-6
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: 2021-04-05
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 02/25/2021
| 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 | 94.9 mm | 94.8 mm | 94.9 mm | 94.9 mm | |
| 3973.3 g | 3975.5 g | 3975.3 g | 3974.5 g | 3975.3 g | 3974.7 g | |
| 2393.8 g | 2400.0 g | 2396.9 g | 2395.5 g | 2387.9 g | 2391.2 g | |
| 4004.7 g | 4009.5 g | 4005.8 g | 4008.6 g | 4004.1 g | 4008.8 g | |
| 2.642 | 2.642 | 2.642 | 2.642 | 2.642 | 2.642 | |
| 4058.7 g | 4057.6 g | 4055.9 g | ||||
| 2448.6 g | 2448.1 g | 2441.7 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 252 mmHg | 196 mmHg | 230 mmHg | ||||
| 20 inHg | 22 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1610.9 cm^3 | 1609.5 cm^3 | 1608.9 cm^3 | 1613.1 cm^3 | 1616.2 cm^3 | 1617.6 cm^3 | |
2.467 | 2.470 | 2.471 | 2.464 | 2.460 | 2.457 | |
6.6 % | 6.5 % | 6.5 % | 6.7 % | 6.9 % | 7.0 % | |
106.3 cm^3 | 104.6 cm^3 | 104.6 cm^3 | 108.1 cm^3 | 111.5 cm^3 | 113.2 cm^3 | |
4047.7 g | 4048.7 g | 4048.5 g | ||||
4058.3 g | 4059.2 g | 4059 g | ||||
1610.1 cm^3 | 1609.5 cm^3 | 1614.2 cm^3 | ||||
85.4 cm^3 | 82.1 cm^3 | 80.6 cm^3 | ||||
80 % | 78 % | 77 % | ||||
0 % | 0 % | 0.3 % | ||||
23064 N | 23433 N | 22125 N | 26849 N | 26124 N | 25479 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
12 | 11 | 10 | 18 | 14 | 14 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1031 kPa | 1048 kPa | 989 kPa | 1202 kPa | 1168 kPa | 1139 kPa | |
148 psi | 170 psi | |||||
0.87 | ||||||
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Test was verified on 4/5/2021 ✔