Summary for Test 2023-09-20-47-3
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994431 DEA: 024J1604 EFIS: 0222000145 |
|---|---|
| DIST-CO-RTE-PM | 02--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 2 (Verified on 03/28/2023) |
Sample Information
| Sample Taken Date | 09/20/2023 | Sample Unique Key | 47 |
|---|---|---|---|
| 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 | 09/20/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-16) with 23.0% RAP and virgin PG 58-22 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 | Sloaterman |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79354 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials – Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 858049 |
| 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 | ||
| 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: 2023-09-20-47
DIME Test ID: 2023-09-20-47-3
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: 2023-10-03
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 10/02/2023
| 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 | 95.5 mm | 95.0 mm | 95.3 mm | 94.8 mm | 95.0 mm | |
| 3698.0 g | 3699.2 g | 3700.4 g | 3702.5 g | 3697.3 g | 3700.1 g | |
| 2103.2 g | 2088.8 g | 2094.9 g | 2079.0 g | 2100.6 g | 2100.0 g | |
| 3719.4 g | 3716.5 g | 3719.1 g | 3708.1 g | 3716.8 g | 3717.0 g | |
| 2.457 | 2.457 | 2.457 | 2.457 | 2.457 | 2.457 | |
| 3776.4 g | 3785.8 g | 3784.1 g | ||||
| 2159.8 g | 2156.1 g | 2160.3 g | ||||
| 95.2 mm | 95.4 mm | 95.0 mm | ||||
| 246 mmHg | 213 mmHg | 214 mmHg | ||||
| 20 inHg | 20 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1616.2 cm^3 | 1627.7 cm^3 | 1624.2 cm^3 | 1629.1 cm^3 | 1616.2 cm^3 | 1617.0 cm^3 | |
2.288 | 2.273 | 2.278 | 2.273 | 2.288 | 2.288 | |
6.9 % | 7.5 % | 7.3 % | 7.5 % | 6.9 % | 6.9 % | |
111.5 cm^3 | 122.1 cm^3 | 118.6 cm^3 | 122.2 cm^3 | 111.5 cm^3 | 111.6 cm^3 | |
3776.1 g | 3784.7 g | 3783.4 g | ||||
3787.2 g | 3796.9 g | 3795.3 g | ||||
1616.6 cm^3 | 1629.7 cm^3 | 1623.8 cm^3 | ||||
78.4 cm^3 | 86.6 cm^3 | 83.7 cm^3 | ||||
70 % | 71 % | 71 % | ||||
0.0 % | 0.1 % | 0.0 % | ||||
12419 N | 11383 N | 13029 N | 13345 N | 14475 N | 14328 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
5 | 5 | 8 | 4 | 6 | 7 | |
0 | 0 | 0 | 1 | 0 | 0 | |
554 kPa | 506 kPa | 582 kPa | 594 kPa | 648 kPa | 640 kPa | |
79 psi | 91 psi | |||||
0.87 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=91, S2=79, TSR=87
Test was verified on 10/3/2023 ✔