Summary for Test 2025-09-15-65-3
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994726 DEA: 024H0904 EFIS: 0218000076 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5716- |
| Award Date | 03/18/2024 |
| Closeout Date | 03/21/2025 |
| Work Description | INSTALL WASH WATER AND BRINE SYSTEMS. |
| Location Description | SHASTA COUNTY NEAR OLD STATION AT THE HAT CREEK MAINTENANCE STATION |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 09/15/2025 | Sample Unique Key | 65 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 09/19/2025 |
| Sample type | Acceptance | A brief description of the sample | 14 Boxes of Lime Treated 3/4-inch HMA-A, w/ 22% RAP, PG 58-34 Albina (K-Falls) |
| The quantity of what the sample constitutes | 20,000 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 | D80045 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 876957 |
| 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 | 1.0% Lime |
Test Details
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DIME Sample ID: 2025-09-15-65
DIME Test ID: 2025-09-15-65-3
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: 2025-10-08
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 10/03/2025
| 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 | 95.0 mm | 94.9 mm | 95.0 mm | 95.0 mm | 95.0 mm | |
| 3702.6 g | 3702.2 g | 3702.5 g | 3701.9 g | 3699.5 g | 3702.6 g | |
| 2116.3 g | 2130.2 g | 2127.8 g | 2118.8 g | 2114.0 g | 2129.1 g | |
| 3728.8 g | 3735.3 g | 3733.6 g | 3724.6 g | 3723.0 g | 3736.8 g | |
| 2.474 | 2.474 | 2.474 | 2.474 | 2.474 | 2.474 | |
| 3788.7 g | 3787.7 g | 3788.8 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 95.0 mm | 95.0 mm | ||||
| 156 mmHg | 128 mmHg | 123 mmHg | ||||
| 23 inHg | 24 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1612.5 cm^3 | 1605.1 cm^3 | 1605.8 cm^3 | 1605.8 cm^3 | 1609.0 cm^3 | 1607.7 cm^3 | |
2.296 | 2.307 | 2.306 | 2.305 | 2.299 | 2.303 | |
7.2 % | 6.8 % | 6.8 % | 6.8 % | 7.1 % | 6.9 % | |
116.1 cm^3 | 109.1 cm^3 | 109.2 cm^3 | 109.2 cm^3 | 114.2 cm^3 | 110.9 cm^3 | |
3783.9 g | 3778.6 g | 3778.9 g | ||||
3795.5 g | 3789.5 g | 3789.9 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
86.1 cm^3 | 85.5 cm^3 | 86.3 cm^3 | ||||
74 % | 78 % | 79 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
14701 N | 16583 N | 16939 N | 16605 N | 17668 N | 17072 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
16 | 23 | 20 | 22 | 18 | 25 | |
0 | 0 | 0 | 0 | 0 | 0 | |
657 kPa | 741 kPa | 757 kPa | 742 kPa | 789 kPa | 763 kPa | |
104 psi | 111 psi | |||||
0.94 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=111 psi, S2=104 psi, TSR=94%
Test was verified on 10/8/2025 ✔