Summary for Test 2025-06-17-112-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000636 DEA: 024H03U4 EFIS: 0224000026 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-12.9/20.0,20.6/21.0 |
| Award Date | 12/20/2024 |
| Closeout Date | Not set |
| Work Description | HMA OVERLAY. |
| Location Description | PLUMAS COUNTY IN AND NEAR GREENVILLE FROM 0.8 MILE SOUTH OF DIXIE CANYON ROAD TO WOLF CREEK BRIDGE AND FROM MILL STREET TO 0.4 MILE NORTH OF HILLSIDE DRIVE |
| QA Service Level | 1 (Verified on 09/24/2024) |
Sample Information
| Sample Taken Date | 06/17/2025 | Sample Unique Key | 112 |
|---|---|---|---|
| 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 | 06/18/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-16) |
| 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 | Dawn | Last name of sampler or witnessed by | Sloatermen |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79908 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction & Materials — Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 857989 |
| 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 2307P02 | |
| Binder content (%) | 6.2 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | 1.0% Lime |
Test Details
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DIME Sample ID: 2025-06-17-112
DIME Test ID: 2025-06-17-112-4
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: 2025-07-08
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 07/03/2025
| 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 | 94.9 mm | |
| 3735.5 g | 3737.7 g | 3738.4 g | 3736.3 g | 3737.5 g | 3738.0 g | |
| 2128.0 g | 2135.4 g | 2133.4 g | 2124.4 g | 2133.5 g | 2136.0 g | |
| 3756.2 g | 3765.2 g | 3758.4 g | 3755.1 g | 3759.8 g | 3762.1 g | |
| 2.468 | 2.468 | 2.468 | 2.468 | 2.468 | 2.468 | |
| 3816.9 g | 3821.3 g | 3819.4 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.1 mm | 95.0 mm | 95.0 mm | ||||
| 170 mmHg | 169 mmHg | 123 mmHg | ||||
| 22 inHg | 22 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1628.2 cm^3 | 1629.8 cm^3 | 1625.0 cm^3 | 1630.7 cm^3 | 1626.3 cm^3 | 1626.1 cm^3 | |
2.294 | 2.293 | 2.301 | 2.291 | 2.298 | 2.299 | |
7.1 % | 7.1 % | 6.8 % | 7.2 % | 6.9 % | 6.8 % | |
115.6 cm^3 | 115.7 cm^3 | 110.5 cm^3 | 117.4 cm^3 | 112.2 cm^3 | 110.6 cm^3 | |
3816.4 g | 3818.7 g | 3815.8 g | ||||
3828.0 g | 3830.3 g | 3826.8 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
81.4 cm^3 | 83.6 cm^3 | 81.0 cm^3 | ||||
70 % | 72 % | 73 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
19857 N | 18518 N | 18718 N | 20159 N | 19844 N | 20088 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
17 | 30 | 25 | 29 | 31 | 37 | |
0 | 0 | 0 | 0 | 0 | 0 | |
886 kPa | 827 kPa | 836 kPa | 901 kPa | 887 kPa | 898 kPa | |
123 psi | 130 psi | |||||
0.95 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=130, S2=123, TSR=95%
Test was verified on 7/8/2025 ✔