Summary for Test 2026-07-30-102-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000513 DEA: 020J8504 EFIS: 0219000168 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-89-21/R34.622 |
| Award Date | 08/05/2025 |
| Closeout Date | Not set |
| Work Description | MCCLOUD CAPM - PAVEMENT REHABILITATION |
| Location Description | IN SISKIYOU COUNTY AT AND NEAR MCCLOUD FROM 0.1 MILE SOUTH OF MUD CREEK BRIDGE TO ROUTE 5 |
| QA Service Level | 1 (Verified on 08/12/2024) |
Sample Information
| Sample Taken Date | 07/30/2026 | Sample Unique Key | 102 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/30/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 3/8-inch Type A HMA (eq. PG 64-16) with 25.0% RAP and PG 58-22 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 | Joe |
| Last name of sampler or witnessed by | Delgado | Title of sampler | Consultant Tester |
| Telephone number of sampler | Laboratory sample identification | D80321 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis Inc - Northstate Asphalt - Redding, CA | |
| Transportation Laboratory (TL) Number | 846272 | 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 | 3/8 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 5.8 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 58-22 | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | 1% Lime |
Test Details
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DIME Sample ID: 2026-07-30-102
DIME Test ID: 2026-07-30-102-5
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: 2026-09-14
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 08/28/2026
| 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 | |
| 94.9 mm | 94.9 mm | 94.8 mm | 94.9 mm | 94.8 mm | 94.7 mm | |
| 3770.3 g | 3770.4 g | 3770.5 g | 3769.6 g | 3769.9 g | 3770.2 g | |
| 2171.2 g | 2165.1 g | 2165.5 g | 2164.2 g | 2165.0 g | 2169.9 g | |
| 3800.3 g | 3800.1 g | 3799.3 g | 3795.5 g | 3799.4 g | 3800.0 g | |
| 2.479 | 2.479 | 2.479 | 2.479 | 2.479 | 2.479 | |
| 3852.5 g | 3854.0 g | 3857.0 g | ||||
| 94.9 mm | 94.9 mm | 94.8 mm | ||||
| 145 mmHg | 172 mmHg | 164 mmHg | ||||
| 24 inHg | 23 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1629.1 cm^3 | 1635.0 cm^3 | 1633.8 cm^3 | 1631.3 cm^3 | 1634.4 cm^3 | 1630.1 cm^3 | |
2.314 | 2.306 | 2.308 | 2.311 | 2.307 | 2.313 | |
6.7 % | 7.0 % | 6.9 % | 6.8 % | 6.9 % | 6.7 % | |
109.1 cm^3 | 114.5 cm^3 | 112.7 cm^3 | 110.9 cm^3 | 112.8 cm^3 | 109.2 cm^3 | |
3846.7 g | 3850.6 g | 3849.4 g | ||||
3857.6 g | 3862.0 g | 3860.7 g | ||||
3852.5 cm^3 | 3854.0 cm^3 | 3857.0 cm^3 | ||||
82.2 cm^3 | 83.6 cm^3 | 86.5 cm^3 | ||||
75 % | 73 % | 77 % | ||||
28206 N | 28864 N | 27713 N | 29029 N | 28694 N | 28778 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
29 | 34 | 40 | 33 | 34 | 42 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1261 kPa | 1291 kPa | 1241 kPa | 1298 kPa | 1285 kPa | 1290 kPa | |
183 psi | 187 psi | |||||
0.98 | ||||||
General comments (publicly viewable) (Max 1000 characters): S₁=187 psi, S₂=183 psi, TSR=98%
Test was verified on 9/14/2026 ✔