Summary for Test 2025-10-22-50-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993331 DEA: 023H6904 EFIS: 0218000010 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-30/R42.1 |
| Award Date | 11/21/2024 |
| Closeout Date | Not set |
| Work Description | ALMANOR WEST REHAB - ROADWAY REHABILITATION |
| Location Description | IN PLUMAS COUNTY NEAR CANYON DAM FROM LAKE ALMANOR SPILLWAY TO ROUTE 36. |
| QA Service Level | 1 (Verified on 10/14/2021) |
Sample Information
| Sample Taken Date | 10/22/2025 | Sample Unique Key | 50 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/22/2025 | 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) with 21.0% RAP and virgin PG 58-34 binder from Albina - Klamath 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 | Brandon |
| Last name of sampler or witnessed by | White | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D80107 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Dig It Construction – Sierra Cascade Aggregate and Asphalt Products (Chester, CA) | |
| Transportation Laboratory (TL) Number | 848635 | 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 5.8 | Virgin binder PG | |
| Design binder PG | PG 64-28 | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 21 | WMA Additives | No |
| Antistrip type | 1.0% Lime |
Test Details
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DIME Sample ID: 2025-10-22-50
DIME Test ID: 2025-10-22-50-5
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: 2025-11-10
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 11/10/2025
| 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 | 94.9 mm | 95.0 mm | 94.9 mm | 94.9 mm | |
| 3668.9 g | 3669.3 g | 3668.7 g | 3668.9 g | 3668.7 g | 3669.1 g | |
| 2077.5 g | 2077.8 g | 2078.6 g | 2073.7 g | 2079.4 g | 2079.4 g | |
| 3697.7 g | 3697.8 g | 3698.5 g | 3693.9 g | 3697.4 g | 3701.2 g | |
| 2.431 | 2.431 | 2.431 | 2.431 | 2.431 | 2.431 | |
| 3754.9 g | 3747.8 g | 3755.3 g | ||||
| 95.0 mm | 95.0 mm | 95.0 mm | ||||
| 131 mmHg | 130 mmHg | 133 mmHg | ||||
| 24 inHg | 24 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1620.2 cm^3 | 1620.0 cm^3 | 1619.9 cm^3 | 1620.2 cm^3 | 1618.0 cm^3 | 1621.8 cm^3 | |
2.264 | 2.265 | 2.265 | 2.264 | 2.267 | 2.262 | |
6.9 % | 6.8 % | 6.8 % | 6.9 % | 6.7 % | 7.0 % | |
111.8 cm^3 | 110.2 cm^3 | 110.2 cm^3 | 111.8 cm^3 | 108.4 cm^3 | 113.5 cm^3 | |
3747.2 g | 3746.4 g | 3745.8 g | ||||
3758.3 g | 3757.5 g | 3756.9 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
86.0 cm^3 | 78.5 cm^3 | 86.6 cm^3 | ||||
77 % | 71 % | 79 % | ||||
19670 N | 20466 N | 18878 N | 20715 N | 21276 N | 19830 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
25 | 32 | 30 | 24 | 33 | 40 | |
0 | 0 | 0 | 0 | 0 | 0 | |
879 kPa | 914 kPa | 843 kPa | 925 kPa | 952 kPa | 887 kPa | |
127 psi | 134 psi | |||||
0.95 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=134 psi, S2=128 psi, TSR=95%
Test was verified on 11/10/2025 ✔