Summary for Test 2025-06-24-99-6
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 | 06/24/2025 | Sample Unique Key | 99 |
|---|---|---|---|
| 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 | 06/25/2025 |
| Sample type | Production Start-Up | A brief description of the sample | Lime Treated 1/2-inch Type A HMA (eq. PG 64-28) |
| 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 | Telephone number of sampler | ||
| Laboratory sample identification | D79922 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials – Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 877789 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3908274 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | JMF2503P01 | |
| Binder content (%) | 6.2 | Virgin binder PG | |
| Design binder PG | PG 64-28 | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 25 | WMA Additives | |
| Antistrip type | Lime |
Test Details
DIME Sample ID: 2025-06-24-99
DIME Test ID: 2025-06-24-99-6
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: 07/10/2025
| 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 | 95.0 mm | 94.9 mm | |
| 3723.1 g | 3723.7 g | 3724.2 g | 3722.9 g | 3724.4 g | 3724.5 g | |
| 2121.1 g | 2130.0 g | 2137.1 g | 2121.1 g | 2127.1 g | 2133.0 g | |
| 3749.9 g | 3755.6 g | 3764.2 g | 3747.4 g | 3756.8 g | 3758.3 g | |
| 2.459 | 2.459 | 2.459 | 2.459 | 2.459 | 2.459 | |
| 3809.6 g | 3809.4 g | 3805.8 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 94.9 mm | 94.9 mm | ||||
| 178 mmHg | 168 mmHg | 166 mmHg | ||||
| 22 inHg | 22 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1628.8 cm^3 | 1625.6 cm^3 | 1627.1 cm^3 | 1626.3 cm^3 | 1629.7 cm^3 | 1625.3 cm^3 | |
2.286 | 2.291 | 2.289 | 2.289 | 2.285 | 2.292 | |
7.0 % | 6.8 % | 6.9 % | 6.9 % | 7.1 % | 6.8 % | |
114.0 cm^3 | 110.5 cm^3 | 112.3 cm^3 | 112.2 cm^3 | 115.7 cm^3 | 110.5 cm^3 | |
3802.9 g | 3801.0 g | 3802.8 g | ||||
3814.3 g | 3812.1 g | 3814.0 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
86.5 cm^3 | 85.7 cm^3 | 81.6 cm^3 | ||||
76 % | 78 % | 73 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
17459 N | 19319 N | 18602 N | 19857 N | 20061 N | 22259 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
25 | 20 | 23 | 28 | 23 | 27 | |
0 | 0 | 0 | 0 | 0 | 0 | |
780 kPa | 864 kPa | 832 kPa | 888 kPa | 896 kPa | 995 kPa | |
120 psi | 134 psi | |||||
0.9 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=134psi,
S2=120psi,
TSR=89%
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| D79922, 877789, 02-4H0603, TSR | 544.05 KB | 11/04/2025 | 2025-06-24-99-6 | Info |
Test was verified on 11/4/2025 ✔
