Summary for Test 2020-06-18-42-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 214571 DEA: 020J1104 EFIS: 0219000062 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-33.1/42.1 |
| Award Date | 02/07/2020 |
| Closeout Date | 04/27/2021 |
| Work Description | PLACE HMA & SHOULDER BACKING, & REMOVE & REPLACE PAVEMENT DELINEATION. |
| Location Description | PLUMAS COUNTY AT AND NEAR KEDDIE FROM INDIAN CREEK BRIDGE TO 0.3 MILE WEST OF SPANISH CREEK BRIDGE NO. 09-0018 |
| QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
| Sample Taken Date | 06/18/2020 | Sample Unique Key | 42 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/18/2020 | Sample type | Verification |
| A brief description of the sample | 3/4-inch Type A HMA (PG 64-16) 15.0 RAP, 1.0 Lime | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | PEI |
| Last name of sampler or witnessed by | Joe | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D78486 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Sierra Cascade Aggregate and Asphalt Products | |
| Transportation Laboratory (TL) Number | 734736 | 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 | 3/4 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: 2020-06-18-42
DIME Test ID: 2020-06-18-42-6
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: 2020-10-05
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: D. Valasek and T. McCormick
Date of test: 06/26/2020
| 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 | 94.8 mm | 94.9 mm | 94.8 mm | 94.8 mm | 95.0 mm | |
| 3649.7 g | 3650.6 g | 3649.9 g | 3649.8 g | 3650.9 g | 3667.8 g | |
| 2078.5 g | 2070.8 g | 2072.0 g | 2067.9 g | 2078.0 g | 2104.5 g | |
| 3688.0 g | 3682.7 g | 3682.6 g | 3685.0 g | 3680.9 g | 3723.8 g | |
| 2.444 | 2.444 | 2.444 | 2.444 | 2.444 | 2.444 | |
| 3742.1 g | 3744.8 g | 3740.8 g | ||||
| 95.1 mm | 94.9 mm | 94.9 mm | ||||
| 233 mmHg | 261 mmHg | 253 mmHg | ||||
| 20 inHg | 19 inHg | 19 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1609.5 cm^3 | 1611.9 cm^3 | 1610.6 cm^3 | 1617.1 cm^3 | 1602.9 cm^3 | 1619.3 cm^3 | |
2.268 | 2.265 | 2.266 | 2.257 | 2.278 | 2.265 | |
7.2 % | 7.3 % | 7.3 % | 7.7 % | 6.8 % | 7.3 % | |
115.9 cm^3 | 117.7 cm^3 | 117.6 cm^3 | 124.5 cm^3 | 109.0 cm^3 | 118.2 cm^3 | |
3730.8 g | 3733.0 g | 3732.2 g | ||||
3742.4 g | 3744.8 g | 3744.0 g | ||||
1611.7 cm^3 | 1618.2 cm^3 | 1610.6 cm^3 | ||||
92.4 cm^3 | 94.2 cm^3 | 90.9 cm^3 | ||||
80 % | 80 % | 77 % | ||||
24692 N | 27348 N | 27370 N | 31289 N | 34834 N | 30599 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
22 | 27 | 23 | 49 | 42 | 46 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1102 kPa | 1223 kPa | 1224 kPa | 1401 kPa | 1559 kPa | 1367 kPa | |
172 psi | 209 psi | |||||
0.82 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/5/2020 ✔