Summary for Test 2023-08-28-59-2
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995104 DEA: 023J7504 EFIS: 0222000080 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-139-32/38 |
| Award Date | 03/06/2023 |
| Closeout Date | Not set |
| Work Description | Grasshopper CIR |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/24/2023) |
Sample Information
| Sample Taken Date | 08/28/2023 | Sample Unique Key | 59 |
|---|---|---|---|
| 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 | 08/28/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) with 25.0% RAP Aggregate and virgin PG 58-34 M from Albina (Klamath Falls, OR) |
| 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 | Sloatermen |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79336 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 858046 |
| 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 | JMF3513 2023 14 |
Test Details
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DIME Sample ID: 2023-08-28-59
DIME Test ID: 2023-08-28-59-2
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: 2023-09-26
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 09/18/2023
| 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 | |
| 95.1 mm | 95.1 mm | 95.1 mm | 95.1 mm | 94.9 mm | 95.1 mm | |
| 3708.9 g | 3726.0 g | 3727.7 g | 3726.2 g | 3727.8 g | 3727.5 g | |
| 2101.3 g | 2114.5 g | 2111.7 g | 2106.3 g | 2113.5 g | 2118.5 g | |
| 3733.9 g | 3741.5 g | 3743.3 g | 3745.5 g | 3744.4 g | 3744.4 g | |
| 2.456 | 2.456 | 2.456 | 2.456 | 2.456 | 2.456 | |
| 3795.9 g | 3810.5 g | 3810.1 g | ||||
| 2163.3 g | 2183.4 g | 2177.4 g | ||||
| 95.1 mm | 95.2 mm | 95.2 mm | ||||
| 207 mmHg | 188 mmHg | 207 mmHg | ||||
| 20 inHg | 22 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1632.6 cm^3 | 1627.0 cm^3 | 1631.6 cm^3 | 1639.2 cm^3 | 1630.9 cm^3 | 1625.9 cm^3 | |
2.272 | 2.290 | 2.285 | 2.273 | 2.286 | 2.293 | |
7.5 % | 6.8 % | 7.0 % | 7.5 % | 6.9 % | 6.6 % | |
122.4 cm^3 | 110.6 cm^3 | 114.2 cm^3 | 122.9 cm^3 | 112.5 cm^3 | 107.3 cm^3 | |
3794.6 g | 3803.4 g | 3807.6 g | ||||
3806.8 g | 3814.5 g | 3819.1 g | ||||
1632.6 cm^3 | 1627.1 cm^3 | 1632.7 cm^3 | ||||
87 cm^3 | 84.5 cm^3 | 82.4 cm^3 | ||||
71 % | 76 % | 72 % | ||||
0 % | 0 % | 0.1 % | ||||
17855 N | 15609 N | 15702 N | 16596 N | 17393 N | 17615 N | |
1 | 0 | 0 | 0 | 0 | 0 | |
13 | 8 | 10 | 19 | 17 | 24 | |
0 | 0 | 1 | 0 | 0 | 0 | |
797 kPa | 696 kPa | 700 kPa | 741 kPa | 778 kPa | 786 kPa | |
106 psi | 111 psi | |||||
0.95 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=111psi, S2=106psi, TSR=95%
Test was verified on 9/26/2023 ✔