Summary for Test 2026-07-29-75-5
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 | 07/29/2026 | Sample Unique Key | 75 |
|---|---|---|---|
| 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 Tester |
| Telephone number of sampler | Laboratory sample identification | D80316 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | |
| Transportation Laboratory (TL) Number | 846266 | 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 (%) | 4.6 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 58-22 | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 24 | WMA Additives | |
| Antistrip type | 1.0% Lime |
Test Details
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DIME Sample ID: 2026-07-29-75
DIME Test ID: 2026-07-29-75-5
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: 08/27/2026
| 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 | 94.8 mm | 94.8 mm | 94.9 mm | 94.9 mm | 94.8 mm | |
| 3771.3 g | 3771.8 g | 3771.8 g | 3771.3 g | 3771.8 g | 3772.3 g | |
| 2173.1 g | 2182.6 g | 2186.1 g | 2185.3 g | 2173.8 g | 2183.0 g | |
| 3796.0 g | 3803.8 g | 3805.1 g | 3801.1 g | 3798.9 g | 3806.0 g | |
| 2.506 | 2.506 | 2.506 | 2.506 | 2.506 | 2.506 | |
| 3854.4 g | 3859.2 g | 3860.7 g | ||||
| 94.8 mm | 94.7 mm | 94.8 mm | ||||
| 220 mmHg | 176 mmHg | 158 mmHg | ||||
| 21 inHg | 23 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1622.9 cm^3 | 1621.2 cm^3 | 1619.0 cm^3 | 1615.8 cm^3 | 1625.1 cm^3 | 1623.0 cm^3 | |
2.324 | 2.327 | 2.330 | 2.334 | 2.321 | 2.324 | |
7.3 % | 7.1 % | 7.0 % | 6.9 % | 7.4 % | 7.3 % | |
118.5 cm^3 | 115.1 cm^3 | 113.3 cm^3 | 111.5 cm^3 | 120.3 cm^3 | 118.5 cm^3 | |
3854.3 g | 3852.4 g | 3851.1 g | ||||
3866.1 g | 3863.9 g | 3862.4 g | ||||
3854.4 cm^3 | 3859.2 cm^3 | 3860.7 cm^3 | ||||
83.1 cm^3 | 87.4 cm^3 | 88.9 cm^3 | ||||
70 % | 76 % | 78 % | ||||
21558 N | 20944 N | 21634 N | 21959 N | 22317 N | 22348 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
28 | 18 | 19 | 30 | 28 | 35 | |
0 | 0 | 0 | 0 | 0 | 0 | |
965 kPa | 939 kPa | 969 kPa | 982 kPa | 998 kPa | 1001 kPa | |
139 psi | 144 psi | |||||
0.97 | ||||||
General comments (publicly viewable) (Max 1000 characters): S₁=144 psi, S₂=139 psi, TSR=96%
Test was verified on 9/3/2026 ✔