Summary for Test 2025-08-07-55-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000636 DEA: 024H03U4 EFIS: 0224000026 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-12.9/20.0,20.6/21.0 |
| Award Date | 12/20/2024 |
| Closeout Date | Not set |
| Work Description | HMA OVERLAY. |
| Location Description | PLUMAS COUNTY IN AND NEAR GREENVILLE FROM 0.8 MILE SOUTH OF DIXIE CANYON ROAD TO WOLF CREEK BRIDGE AND FROM MILL STREET TO 0.4 MILE NORTH OF HILLSIDE DRIVE |
| QA Service Level | 1 (Verified on 09/24/2024) |
Sample Information
| Sample Taken Date | 08/07/2025 | Sample Unique Key | 55 |
|---|---|---|---|
| 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 | 08/22/2025 |
| Sample type | Verification | A brief description of the sample | 12 boxes of Lime Treated 3/4-inch Type A HMA with 22.0% RAP and virgin PG 58-34 from Albina – Klamath Falls |
| The quantity of what the sample constitutes | 750 tons | 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 | D780014 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 857992 |
| 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 (%) | 5.7 | Virgin binder PG | |
| Design binder PG | PG 64-28 | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 22 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-08-07-55
DIME Test ID: 2025-08-07-55-5
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: 2025-09-09
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 09/05/2025
| 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 | |
| 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | |
| 3672.9 g | 3674.0 g | 3674.3 g | 3672.3 g | 3674.2 g | 3673.8 g | |
| 2098.7 g | 2104.0 g | 2105.3 g | 2089.5 g | 2103.5 g | 2106.8 g | |
| 3706.4 g | 3708.3 g | 3708.2 g | 3702.1 g | 3706.9 g | 3706.9 g | |
| 2.461 | 2.461 | 2.461 | 2.461 | 2.461 | 2.461 | |
| 3763.6 g | 3759.7 g | 3760.2 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 94.9 mm | 95.0 mm | ||||
| 194 mmHg | 155 mmHg | 135 mmHg | ||||
| 22 inHg | 23 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1607.7 cm^3 | 1604.3 cm^3 | 1602.9 cm^3 | 1612.6 cm^3 | 1603.4 cm^3 | 1600.1 cm^3 | |
2.285 | 2.290 | 2.292 | 2.277 | 2.292 | 2.296 | |
7.2 % | 6.9 % | 6.9 % | 7.5 % | 6.9 % | 6.7 % | |
115.8 cm^3 | 110.7 cm^3 | 110.6 cm^3 | 120.9 cm^3 | 110.6 cm^3 | 107.2 cm^3 | |
3754.0 g | 3751.5 g | 3751.7 g | ||||
3765.5 g | 3762.6 g | 3762.8 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
90.7 cm^3 | 85.7 cm^3 | 85.9 cm^3 | ||||
78 % | 77 % | 78 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
14968 N | 15466 N | 15462 N | 15871 N | 17112 N | 17473 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
24 | 26 | 28 | 20 | 32 | 33 | |
0 | 0 | 0 | 0 | 0 | 0 | |
669 kPa | 692 kPa | 691 kPa | 709 kPa | 764 kPa | 781 kPa | |
99 psi | 109 psi | |||||
0.91 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=109 psi, S2=99 psi, TSR=91%
Test was verified on 9/9/2025 ✔