Summary for Test 2025-10-10-61-5
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 | 10/10/2025 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | 10/14/2025 |
| Sample type | Acceptance | A brief description of the sample | 12 boxes of Lime Treated 3/4-inch Type A HMA with 22.0% RAP and virgin PG 58-34 (eq. PG 64-28) from Albina – Klamath 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 | D80085 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 875613 |
| 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% Lime |
Test Details
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DIME Sample ID: 2025-10-10-61
DIME Test ID: 2025-10-10-61-5
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: 2025-11-04
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 10/30/2025
| 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 | |
| 94.9 mm | 95.0 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3684.7 g | 3684.7 g | 3685.1 g | 3684.8 g | 3684.4 g | 3684.9 g | |
| 2122.5 g | 2132.1 g | 2127.9 g | 2129.4 g | 2124.3 g | 2125.2 g | |
| 3722.9 g | 3731.8 g | 3727.8 g | 3729.5 g | 3723.7 g | 3725.7 g | |
| 2.466 | 2.466 | 2.466 | 2.466 | 2.466 | 2.466 | |
| 3764.4 g | 3767.8 g | 3767.3 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.9 mm | 95.0 mm | 95.0 mm | ||||
| 109 mmHg | 110 mmHg | 100 mmHg | ||||
| 25 inHg | 25 inHg | 25 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1600.4 cm^3 | 1599.7 cm^3 | 1599.9 cm^3 | 1600.1 cm^3 | 1599.4 cm^3 | 1600.5 cm^3 | |
2.302 | 2.303 | 2.303 | 2.303 | 2.304 | 2.302 | |
6.7 % | 6.6 % | 6.6 % | 6.6 % | 6.6 % | 6.7 % | |
107.2 cm^3 | 105.6 cm^3 | 105.6 cm^3 | 105.6 cm^3 | 105.6 cm^3 | 107.2 cm^3 | |
3759.7 g | 3758.6 g | 3759.0 g | ||||
3770.5 g | 3769.2 g | 3769.6 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
79.7 cm^3 | 83.1 cm^3 | 82.2 cm^3 | ||||
74 % | 79 % | 78 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
16111 N | 15778 N | 16450 N | 16770 N | 16748 N | 16325 N | |
3 | 2 | 2 | 1 | 1 | 1 | |
36 | 33 | 34 | 33 | 27 | 29 | |
0 | 0 | 0 | 0 | 0 | 0 | |
721 kPa | 705 kPa | 735 kPa | 750 kPa | 749 kPa | 730 kPa | |
104 psi | 108 psi | |||||
0.96 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=108 psi, S2=104 psi, TSR=97%
Test was verified on 11/4/2025 ✔