Summary for Test 2026-07-27-100-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1002405 DEA: 022K1804 EFIS: 0225000048 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96- |
| Award Date | 06/09/2026 |
| Closeout Date | Not set |
| Work Description | HAPPY CAMP 2026 - RTE 96 PAVEMENT REHAB: SHOULDER BACKING, REPLACE AC SURFACING, HMA (TYPE A), TACK COAT, COLD PLANE, REMOVE MARKERS/THERMO, 6\\\\"/8\\\\" MMA PAINT TRAFFIC STRIPE & CROSSWALK MARKING |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 07/13/2026) |
Sample Information
| Sample Taken Date | 07/27/2026 | Sample Unique Key | 100 |
|---|---|---|---|
| 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 3/4-inch Type A HMA (eq. PG 64-16) with 23.6% RAP and virgin PG 58-22 from Albina (K-Falls) | 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 | D80312 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | |
| Transportation Laboratory (TL) Number | 846259 | 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 (%) | 4.6 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 24 | WMA Additives | No |
| Antistrip type | 1.0% Lime |
Test Details
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DIME Sample ID: 2026-07-27-100
DIME Test ID: 2026-07-27-100-5
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: 08/21/2026
| 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 | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3883.8 g | 3883.8 g | 3883.6 g | 3882.6 g | 3883.7 g | 3883.7 g | |
| 2295.6 g | 2294.1 g | 2296.1 g | 2288.5 g | 2298.8 g | 2289.2 g | |
| 3911.8 g | 3909.8 g | 3911.2 g | 3901.3 g | 3913.4 g | 3911.6 g | |
| 2.577 | 2.577 | 2.577 | 2.577 | 2.577 | 2.577 | |
| 3969.1 g | 3969.2 g | 3969.6 g | ||||
| 94.9 mm | 94.8 mm | 94.9 mm | ||||
| 142 mmHg | 146 mmHg | 149 mmHg | ||||
| 24 inHg | 24 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1616.2 cm^3 | 1615.7 cm^3 | 1615.1 cm^3 | 1612.8 cm^3 | 1614.6 cm^3 | 1622.4 cm^3 | |
2.403 | 2.404 | 2.405 | 2.407 | 2.405 | 2.394 | |
6.8 % | 6.7 % | 6.7 % | 6.6 % | 6.7 % | 7.1 % | |
109.9 cm^3 | 108.3 cm^3 | 108.2 cm^3 | 106.4 cm^3 | 108.2 cm^3 | 115.2 cm^3 | |
3960.7 g | 3959.6 g | 3959.3 g | ||||
3971.7 g | 3970.4 g | 3970.2 g | ||||
3969.1 cm^3 | 3969.2 cm^3 | 3969.6 cm^3 | ||||
85.3 cm^3 | 85.4 cm^3 | 86.0 cm^3 | ||||
78 % | 79 % | 79 % | ||||
22451 N | 22172 N | 21587 N | 22736 N | 22761 N | 22240 N | |
3 | 3 | 3 | 1 | 1 | 1 | |
37 | 36 | 24 | 27 | 33 | 36 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1004 kPa | 993 kPa | 965 kPa | 1017 kPa | 1018 kPa | 995 kPa | |
143 psi | 146 psi | |||||
0.98 | ||||||
General comments (publicly viewable) (Max 1000 characters): S₁=146 psi, S₂=143 psi, TSR=98%
Test was verified on 9/3/2026 ✔