Summary for Test 2020-04-08-12-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
| Award Date | 11/06/2018 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 04/08/2020 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 04/08/2020 |
| Sample type | Verification | A brief description of the sample | 1/2-inch Type A HMA (eq. PG 64-16) |
| The quantity of what the sample constitutes | JMF Renewal | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Karen | Last name of sampler or witnessed by | Spliethof |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78375 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt | Transportation Laboratory (TL) Number | 897562 |
| 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 | Unknown |
| Sublot number | Unknown | 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: 2020-04-08-12
DIME Test ID: 2020-04-08-12-6
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: 2020-05-22
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 04/16/2020
| 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 | |
| 95.0 mm | 94.9 mm | 94.9 mm | 95.0 mm | 94.9 mm | 95.0 mm | |
| 3833.8 g | 3835.3 g | 3834.8 g | 3833.8 g | 3834.2 g | 3835.4 g | |
| 2216.2 g | 2215.7 g | 2221.4 g | 2215.4 g | 2220.6 g | 2223.9 g | |
| 3850.3 g | 3851.1 g | 3851.2 g | 3851.8 g | 3850.3 g | 3857.1 g | |
| 2.532 | 2.532 | 2.532 | 2.532 | 2.532 | 2.532 | |
| 3921.4 g | 3920.8 g | 3916.2 g | ||||
| 2285.5 g | 2283.7 g | 2281.4 g | ||||
| 95.0 mm | 95.0 mm | 94.9 mm | ||||
| 153 mmHg | 157 mmHg | 166 mmHg | ||||
| 23 inHg | 23 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1634.1 cm^3 | 1635.4 cm^3 | 1629.8 cm^3 | 1636.4 cm^3 | 1629.7 cm^3 | 1633.2 cm^3 | |
2.346 | 2.345 | 2.353 | 2.343 | 2.353 | 2.348 | |
7.3 % | 7.4 % | 7.1 % | 7.5 % | 7.1 % | 7.3 % | |
119.3 cm^3 | 121.0 cm^3 | 115.7 cm^3 | 122.7 cm^3 | 115.7 cm^3 | 119.2 cm^3 | |
3917.3 g | 3920.0 g | 3915.8 g | ||||
3929.2 g | 3932.1 g | 3927.4 g | ||||
1635.9 cm^3 | 1637.1 cm^3 | 1634.8 cm^3 | ||||
87.6 cm^3 | 85.5 cm^3 | 81.4 cm^3 | ||||
73 % | 71 % | 70 % | ||||
0.1 % | 0.1 % | 0.3 % | ||||
20183 N | 20400 N | 21525 N | 24906 N | 25382 N | 26752 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
24 | 27 | 29 | 39 | 40 | 45 | |
0 | 0 | 0 | 0 | 0 | 0 | |
902 kPa | 911 kPa | 963 kPa | 1113 kPa | 1135 kPa | 1195 kPa | |
134 psi | 166 psi | |||||
0.81 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/22/2020 ✔