Summary for Test 2023-09-21-53-2
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993192 DEA: 024H4404 EFIS: 0218000119 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-0.0/29.9 |
| Award Date | 02/10/2022 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT SOLDIER PILE RETAINING WALL, REPAIR RSP AND HMA PAVING. |
| Location Description | PLUMAS COUNTY AT VARIOUS LOCATIONS FROM BUTTE COUNTY LINE TO 3.1 MILES WEST OF ROUTE 89 |
| QA Service Level | 1 (Verified on 08/23/2021) |
Sample Information
| Sample Taken Date | 09/21/2023 | Sample Unique Key | 53 |
|---|---|---|---|
| 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 | 09/22/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (PG 64-28 M) with 15.0% RAP and virgin binder from Marathon PNAC (Fernley, NV) |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Dawn | Last name of sampler or witnessed by | Sloaterman |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79356 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Q&D Construction - Mustang Hot Plant (Sparks, NV) | Transportation Laboratory (TL) Number | 823626 |
| 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 |
Test Details
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DIME Sample ID: 2023-09-21-53
DIME Test ID: 2023-09-21-53-2
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: 2023-10-05
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 10/04/2023
| 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 | 95.0 mm | 94.9 mm | |
| 3814.0 g | 3814.0 g | 3814.5 g | 3813.1 g | 3812.8 g | 3814.6 g | |
| 2192.7 g | 2204.3 g | 2196.2 g | 2201.2 g | 2199.6 g | 2189.6 g | |
| 3832.6 g | 3834.4 g | 3832.2 g | 3829.5 g | 3831.9 g | 3832.6 g | |
| 2.504 | 2.504 | 2.504 | 2.504 | 2.504 | 2.504 | |
| 3895.8 g | 3897.3 g | 3898.3 g | ||||
| 2256.7 g | 2268.0 g | 2259.7 g | ||||
| 95.1 mm | 95 mm | 94.9 mm | ||||
| 242 mmHg | 139 mmHg | 212 mmHg | ||||
| 20 inHg | 23 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1639.9 cm^3 | 1630.1 cm^3 | 1636.0 cm^3 | 1628.3 cm^3 | 1632.3 cm^3 | 1643.0 cm^3 | |
2.326 | 2.340 | 2.332 | 2.342 | 2.336 | 2.322 | |
7.1 % | 6.5 % | 6.9 % | 6.5 % | 6.7 % | 7.3 % | |
116.4 cm^3 | 106.0 cm^3 | 112.9 cm^3 | 105.8 cm^3 | 109.4 cm^3 | 119.9 cm^3 | |
3895.5 g | 3888.2 g | 3893.5 g | ||||
3907.1 g | 3898.8 g | 3904.8 g | ||||
1639.1 cm^3 | 1629.3 cm^3 | 1638.6 cm^3 | ||||
81.8 cm^3 | 83.3 cm^3 | 83.8 cm^3 | ||||
70 % | 79 % | 74 % | ||||
0 % | 0 % | 0.2 % | ||||
21254 N | 20555 N | 20537 N | 23740 N | 23869 N | 24078 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
8 | 11 | 6 | 7 | 12 | 10 | |
0 | 0 | 0 | 0 | 0 | 0 | |
949 kPa | 918 kPa | 918 kPa | 1061 kPa | 1066 kPa | 1077 kPa | |
135 psi | 155 psi | |||||
0.87 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=155, S2=135, TSR=87%
Test was verified on 10/5/2023 ✔