Summary for Test 2026-07-24-45-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1002030 DEA: 020J7604 EFIS: 0219000157 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-67.7/T85.06 |
| Award Date | 02/18/2026 |
| Closeout Date | Not set |
| Work Description | Tangle Blue CAPM |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/06/2026) |
Sample Information
| Sample Taken Date | 07/24/2026 | Sample Unique Key | 45 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/27/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-16) 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 |
| Telephone number of sampler | Laboratory sample identification | D80307 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | |
| Transportation Laboratory (TL) Number | 846252 | 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 (%) | 5.2 | 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 | 1.0% Lime |
Test Details
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DIME Sample ID: 2026-07-24-45
DIME Test ID: 2026-07-24-45-5
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: 2026-09-02
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 08/20/2026
| 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 | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3796.1 g | 3796.5 g | 3796.5 g | 3796.1 g | 3796.5 g | 3797.0 g | |
| 2211.2 g | 2203.7 g | 2207.6 g | 2209.8 g | 2206.5 g | 2206.7 g | |
| 3827.9 g | 3824.5 g | 3824.9 g | 3827.4 g | 3825.9 g | 3825.0 g | |
| 2.521 | 2.521 | 2.521 | 2.521 | 2.521 | 2.521 | |
| 3875.7 g | 3876.9 g | 3876.6 g | ||||
| 94.9 mm | 94.8 mm | 94.9 mm | ||||
| 169 mmHg | 167 mmHg | 156 mmHg | ||||
| 23 inHg | 23 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1616.7 cm^3 | 1620.8 cm^3 | 1617.3 cm^3 | 1617.6 cm^3 | 1619.4 cm^3 | 1618.3 cm^3 | |
2.348 | 2.342 | 2.347 | 2.347 | 2.344 | 2.346 | |
6.9 % | 7.1 % | 6.9 % | 6.9 % | 7.0 % | 6.9 % | |
111.6 cm^3 | 115.1 cm^3 | 111.6 cm^3 | 111.6 cm^3 | 113.4 cm^3 | 111.7 cm^3 | |
3874.2 g | 3877.1 g | 3874.6 g | ||||
3885.4 g | 3888.6 g | 3885.8 g | ||||
3875.7 cm^3 | 3876.9 cm^3 | 3876.6 cm^3 | ||||
79.6 cm^3 | 80.4 cm^3 | 80.1 cm^3 | ||||
71 % | 70 % | 72 % | ||||
22796 N | 23023 N | 23386 N | 23000 N | 21933 N | 21463 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
37 | 32 | 29 | 37 | 36 | 33 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1019 kPa | 1031 kPa | 1046 kPa | 1029 kPa | 981 kPa | 960 kPa | |
150 psi | 144 psi | |||||
1.04 | ||||||
General comments (publicly viewable) (Max 1000 characters): S₁=150 psi, S₂=144 psi, TSR=96%
Test was verified on 9/2/2026 ✔