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 | 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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 | 4059.0 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 % | 0.0 % | 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 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/5/2021 ✔