Summary for Test 2026-07-22-84-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000697 DEA: 021J75U4 EFIS: 0224000092 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-36-14.4/R16.8 |
| Award Date | 01/23/2025 |
| Closeout Date | Not set |
| Work Description | PLACE HMA AND CLASS 2 AB, EXCAVATE ROADWAY, & INSTALL LIGHTING SYSTEM. |
| Location Description | LASSEN COUNTY ABOUT 9 MILES WEST OF SUSANVILLE FROM 1.3 MILES WEST TO 1.2 MILES EAST OF WILLARD CREEK ROAD |
| QA Service Level | 1 (Verified on 10/24/2024) |
Sample Information
| Sample Taken Date | 07/22/2026 | Sample Unique Key | 84 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/22/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) with 22.0% RAP and virgin PG 58-34 from Albina (K-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 | |
| Telephone number of sampler | Laboratory sample identification | D80302 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | |
| Transportation Laboratory (TL) Number | 845878 | 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 | PG 64-28 |
| Design binder PG | Binder Supplier | Albina (Klamath Falls, OR) | |
| RAP content (%) | 22 | WMA Additives | |
| Antistrip type | 1.0% Lime |
Test Details
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DIME Sample ID: 2026-07-22-84
DIME Test ID: 2026-07-22-84-5
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: 2026-09-03
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 08/19/2026
| 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 | |
| 94.8 mm | 94.8 mm | 94.8 mm | 94.8 mm | 94.8 mm | 94.9 mm | |
| 3714.9 g | 3713.7 g | 3714.5 g | 3710.0 g | 3714.4 g | 3714.3 g | |
| 2139.7 g | 2138.1 g | 2128.6 g | 2139.6 g | 2131.5 g | 2126.9 g | |
| 3757.5 g | 3752.7 g | 3751.8 g | 3749.0 g | 3750.2 g | 3749.9 g | |
| 2.473 | 2.473 | 2.473 | 2.473 | 2.473 | 2.473 | |
| 3800.0 g | 3796.7 g | 3800.4 g | ||||
| 94.8 mm | 94.8 mm | 94.8 mm | ||||
| 197 mmHg | 167 mmHg | 240 mmHg | ||||
| 32 inHg | 35 inHg | 40 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1617.8 cm^3 | 1614.6 cm^3 | 1623.2 cm^3 | 1609.4 cm^3 | 1618.7 cm^3 | 1623.0 cm^3 | |
2.296 | 2.300 | 2.288 | 2.305 | 2.295 | 2.289 | |
7.2 % | 7.0 % | 7.5 % | 6.8 % | 7.2 % | 7.4 % | |
116.5 cm^3 | 113.0 cm^3 | 121.7 cm^3 | 109.4 cm^3 | 116.5 cm^3 | 120.1 cm^3 | |
3796.5 g | 3792.8 g | 3799.7 g | ||||
3808.1 g | 3804.1 g | 3811.9 g | ||||
3800.0 cm^3 | 3796.7 cm^3 | 3800.4 cm^3 | ||||
85.1 cm^3 | 83.0 cm^3 | 85.9 cm^3 | ||||
73 % | 73 % | 71 % | ||||
23867 N | 26436 N | 23489 N | 26170 N | 26026 N | 27179 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
32 | 35 | 40 | 46 | 48 | 40 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1069 kPa | 1184 kPa | 1052 kPa | 1172 kPa | 1165 kPa | 1216 kPa | |
160 psi | 172 psi | |||||
0.93 | ||||||
General comments (publicly viewable) (Max 1000 characters): S₁=172 psi, S₂=160 psi, TSR=93%
Test was verified on 9/3/2026 ✔