Summary for Test 2025-10-06-62-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000958 DEA: 021K0704 EFIS: 0224000048 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-139-11.0/16.0 |
| Award Date | 04/09/2025 |
| Closeout Date | Not set |
| Work Description | PERFORM PARTIAL DEPTH RECYCLING AND PLACE HOT MIX ASPHALT (TYPE A). |
| Location Description | LASSEN COUNTY ABOUT 9 MILES NORTH OF SUSANVILLE FROM 1.2 MILES SOUTH OF HAGATA ROAD TO 0.9 MILE SOUTH OF MEADOW CHANNEL BRIDGE |
| QA Service Level | 1 (Verified on 03/21/2025) |
Sample Information
| Sample Taken Date | 10/06/2025 | Sample Unique Key | 62 |
|---|---|---|---|
| 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 | 10/06/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch HMA-A PG 58-34 from Albina (K-Falls) |
| 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 | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | D80075 | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials — Shaw Pit Facility (Lookout, CA) | Transportation Laboratory (TL) Number | 876959 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3923784 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 5.9 | Virgin binder PG | |
| Design binder PG | PG 64-28 | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 23 | WMA Additives | No |
| Antistrip type | 1% Lime |
Test Details
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DIME Sample ID: 2025-10-06-62
DIME Test ID: 2025-10-06-62-5
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: 2025-10-20
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 10/17/2025
| 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 | |
| 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | 95.0 mm | |
| 3676.2 g | 3676.0 g | 3676.0 g | 3675.7 g | 3676.3 g | 3675.6 g | |
| 2083.5 g | 2078.1 g | 2084.9 g | 2076.0 g | 2082.8 g | 2082.6 g | |
| 3706.9 g | 3703.6 g | 3708.6 g | 3703.7 g | 3705.2 g | 3704.4 g | |
| 2.434 | 2.434 | 2.434 | 2.434 | 2.434 | 2.434 | |
| 3763.3 g | 3760.7 g | 3759.7 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 95.0 mm | 94.9 mm | ||||
| 167 mmHg | 167 mmHg | 167 mmHg | ||||
| 23 inHg | 23 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1623.4 cm^3 | 1625.5 cm^3 | 1623.7 cm^3 | 1627.7 cm^3 | 1622.4 cm^3 | 1621.8 cm^3 | |
2.265 | 2.261 | 2.264 | 2.258 | 2.266 | 2.266 | |
6.9 % | 7.1 % | 7.0 % | 7.2 % | 6.9 % | 6.9 % | |
112.0 cm^3 | 115.4 cm^3 | 113.7 cm^3 | 117.2 cm^3 | 111.9 cm^3 | 111.9 cm^3 | |
3754.6 g | 3756.8 g | 3755.6 g | ||||
3765.8 g | 3768.3 g | 3767.0 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
87.1 cm^3 | 84.7 cm^3 | 83.7 cm^3 | ||||
78 % | 73 % | 74 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
14176 N | 14488 N | 15044 N | 17437 N | 17241 N | 17535 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
15 | 22 | 20 | 22 | 20 | 26 | |
0 | 0 | 0 | 5 | 3 | 1 | |
633 kPa | 647 kPa | 673 kPa | 780 kPa | 771 kPa | 783 kPa | |
94 psi | 113 psi | |||||
0.83 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=113 psi, S2=94 psi, TSR=84%
Test was verified on 10/20/2025 ✔