Summary for Test 2026-07-20-64-4
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 | 07/20/2026 | Sample Unique Key | 64 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/21/2026 | Sample type | Acceptance |
| A brief description of the sample | 16 boxes of Lime Treated 1/2-inch RHMA-G PG 58-22 Albina (K-Falls) | The quantity of what the sample constitutes | 20000 Tons |
| 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 | D80298 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | |
| Transportation Laboratory (TL) Number | 846226 | 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 7.8 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 58-22 | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type | 1% Lime |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2026-07-20-64
DIME Test ID: 2026-07-20-64-4
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: 2026-09-08
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 08/13/2026
| 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 | |
| 95.0 mm | 94.9 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | |
| 3684.9 g | 3685.3 g | 3685.6 g | 3684.0 g | 3685.9 g | 3686.0 g | |
| 2070.9 g | 2077.0 g | 2076.8 g | 2075.9 g | 2074.0 g | 2075.5 g | |
| 3707.0 g | 3710.0 g | 3712.1 g | 3710.0 g | 3707.3 g | 3712.5 g | |
| 2.413 | 2.413 | 2.413 | 2.413 | 2.413 | 2.413 | |
| 3761.7 g | 3766.0 g | 3768.9 g | ||||
| 95.7 mm | 95.5 mm | 95.3 mm | ||||
| 140 mmHg | 131 mmHg | 132 mmHg | ||||
| 24 inHg | 25 inHg | 25 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1636.1 cm^3 | 1633.0 cm^3 | 1635.3 cm^3 | 1634.1 cm^3 | 1633.3 cm^3 | 1637.0 cm^3 | |
2.252 | 2.257 | 2.254 | 2.254 | 2.257 | 2.252 | |
6.7 % | 6.5 % | 6.6 % | 6.6 % | 6.5 % | 6.7 % | |
109.6 cm^3 | 106.1 cm^3 | 107.9 cm^3 | 107.9 cm^3 | 106.2 cm^3 | 109.7 cm^3 | |
3761.6 g | 3759.6 g | 3761.1 g | ||||
3772.6 g | 3770.2 g | 3771.9 g | ||||
3761.7 cm^3 | 3766.0 cm^3 | 3768.9 cm^3 | ||||
76.8 cm^3 | 80.7 cm^3 | 83.3 cm^3 | ||||
70 % | 76 % | 77 % | ||||
17287 N | 18242 N | 18743 N | 19497 N | 20352 N | 20413 N | |
3 | 3 | 3 | 1 | 1 | 1 | |
39 | 26 | 32 | 35 | 37 | 48 | |
0 | 0 | 0 | 0 | 0 | 0 | |
767 kPa | 811 kPa | 835 kPa | 871 kPa | 909 kPa | 912 kPa | |
117 psi | 130 psi | |||||
0.9 | ||||||
General comments (publicly viewable) (Max 1000 characters): S₁=130 psi, S₂=117 psi, TSR=90%
Test was verified on 9/8/2026 ✔