Summary for Test 2025-10-06-66-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995538 DEA: 024H0604 EFIS: 0218000073 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU,PLU-36- |
| Award Date | 11/05/2024 |
| Closeout Date | Not set |
| Work Description | CHESTER CAUSEWAY REHAB |
| Location Description | LASSEN AND PLUMAS COUNTIES FROM MELISSA AVENUE TO 0.6 MILE EAST OF RED RIVER CANAL |
| QA Service Level | 1 (Verified on 10/24/2024) |
Sample Information
| Sample Taken Date | 10/06/2025 | Sample Unique Key | 66 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/09/2025 | Sample type | Acceptance |
| A brief description of the sample | 12 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) with 22% RAP and virgin PG 58-34 from Valero (Albina K-Falls) | The quantity of what the sample constitutes | 10,000 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 | D80076 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | |
| Transportation Laboratory (TL) Number | 876962 | 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 (%) | 5.7 | Virgin binder PG | |
| Design binder PG | PG 64-28 | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 22 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-10-06-66
DIME Test ID: 2025-10-06-66-5
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: 2025-10-23
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 10/22/2025
| 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 | 94.9 mm | 94.9 mm | 94.9 mm | 95.0 mm | |
| 3672.9 g | 3673.1 g | 3672.8 g | 3671.5 g | 3673.7 g | 3673.0 g | |
| 2104.2 g | 2105.5 g | 2107.8 g | 2112.4 g | 2102.8 g | 2109.9 g | |
| 3705.3 g | 3708.5 g | 3707.6 g | 3711.5 g | 3710.1 g | 3706.5 g | |
| 2.469 | 2.469 | 2.469 | 2.469 | 2.469 | 2.469 | |
| 3755.0 g | 3762.0 g | 3755.2 g | ||||
| 94.9 mm | 95.0 mm | 94.9 mm | ||||
| 174 mmHg | 174 mmHg | 174 mmHg | ||||
| 22 inHg | 22 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1601.1 cm^3 | 1603.0 cm^3 | 1599.8 cm^3 | 1599.1 cm^3 | 1607.3 cm^3 | 1596.6 cm^3 | |
2.294 | 2.291 | 2.296 | 2.296 | 2.286 | 2.301 | |
7.1 % | 7.2 % | 7.0 % | 7.0 % | 7.4 % | 6.8 % | |
113.7 cm^3 | 115.4 cm^3 | 112.0 cm^3 | 111.9 cm^3 | 118.9 cm^3 | 108.6 cm^3 | |
3752.5 g | 3753.9 g | 3751.2 g | ||||
3763.9 g | 3765.4 g | 3762.4 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
82.1 cm^3 | 88.9 cm^3 | 82.4 cm^3 | ||||
72 % | 77 % | 74 % | ||||
15079 N | 16138 N | 16405 N | 17499 N | 18104 N | 18473 N | |
3 | 2 | 2 | 1 | 1 | 1 | |
22 | 24 | 28 | 19 | 29 | 30 | |
0 | 1 | 0 | 0 | 0 | 0 | |
674 kPa | 721 kPa | 734 kPa | 783 kPa | 810 kPa | 825 kPa | |
103 psi | 117 psi | |||||
0.88 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=117 psi, S2=103 psi, TSR=88%
Test was verified on 10/23/2025 ✔