Summary for Test 2020-06-04-34-8
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 | 06/04/2020 | Sample Unique Key | 34 |
|---|---|---|---|
| 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 | 06/05/2020 |
| 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 | PEI |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78456 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Sierra Cascade Aggregate and Asphalt Products | Transportation Laboratory (TL) Number | 733197 |
| 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: 2020-06-04-34
DIME Test ID: 2020-06-04-34-8
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: 2020-08-20
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: D. Valasek and T. McCormick
Date of test: 06/11/2020
| 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 | |
| 94.8 mm | 94.8 mm | 94.8 mm | 94.9 mm | 94.8 mm | 94.8 mm | |
| 3674.3 g | 3677.2 g | 3676.9 g | 3637.4 g | 3676.8 g | 3676.9 g | |
| 2131.4 g | 2127.4 g | 2133.6 g | 2125.5 g | 2133.2 g | 2134.4 g | |
| 3716.0 g | 3727.4 g | 3721.8 g | 3723.0 g | 3727.1 g | 3718.8 g | |
| 2.485 | 2.485 | 2.485 | 2.485 | 2.485 | 2.485 | |
| 3758.5 g | 3771.6 g | 3763.0 g | ||||
| 2166.1 g | 2156.0 g | 2165.2 g | ||||
| 94.9 mm | 94.9 mm | 94.7 mm | ||||
| 197 mmHg | 294 mmHg | 210 mmHg | ||||
| 22 inHg | 18 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1584.6 cm^3 | 1600.0 cm^3 | 1588.2 cm^3 | 1597.5 cm^3 | 1593.9 cm^3 | 1584.4 cm^3 | |
2.319 | 2.298 | 2.315 | 2.277 | 2.307 | 2.321 | |
6.7 % | 7.5 % | 6.8 % | 8.4 % | 7.2 % | 6.6 % | |
106.2 cm^3 | 120.0 cm^3 | 108.0 cm^3 | 134.2 cm^3 | 114.8 cm^3 | 104.6 cm^3 | |
3748.6 g | 3761.2 g | 3752.5 g | ||||
3759.3 g | 3773.2 g | 3763.3 g | ||||
1592.4 cm^3 | 1615.6 cm^3 | 1597.8 cm^3 | ||||
84.2 cm^3 | 94.4 cm^3 | 86.1 cm^3 | ||||
79 % | 79 % | 80 % | ||||
0.5 % | 1.0 % | 0.6 % | ||||
29585 N | 25266 N | 27250 N | 28526 N | 24350 N | 29429 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
22 | 18 | 21 | 49 | 49 | 46 | |
0 | 0 | 0 | 1 | 0 | 0 | |
1323 kPa | 1130 kPa | 1221 kPa | 1276 kPa | 1090 kPa | 1318 kPa | |
178 psi | 178 psi | |||||
1 | ||||||
General comments (publicly viewable) (Max 1000 characters): Pa(d1) is wrong.
Test was verified on 8/20/2020 ✔