Summary for Test 2025-10-13-25-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994539 DEA: 021H58U4 EFIS: 0223000059 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-58.2/R78.4 |
| Award Date | 06/27/2023 |
| Closeout Date | Not set |
| Work Description | RECONSTRUCT ROADWAY, HMA PAVING, DRAINAGE AND ELECTRICAL WORK. |
| Location Description | PLUMAS COUNTY AT AND NEAR CROMBERG FROM GILL RANCH ROAD TO 0.2 MILE WEST OF BIG GRIZZLY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/08/2023) |
Sample Information
| Sample Taken Date | 10/13/2025 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 10/15/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch HMA-A PG 64-28 M from Pacific Northwest - Stockton, Ca |
| 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 | Riley | Last name of sampler or witnessed by | Melvin |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D80087 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Western NV Materials, Spanish Springs | Transportation Laboratory (TL) Number | 972019 |
| 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 (%) | 4.7 | Virgin binder PG | PG 64-28M |
| Design binder PG | PG 64-28M | Binder Supplier | Pacific Northwest - Stockton, Ca |
| RAP content (%) | 15 | WMA Additives | No |
| Antistrip type | 1% Lime |
Test Details
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DIME Sample ID: 2025-10-13-25
DIME Test ID: 2025-10-13-25-5
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: 10/31/2025
| 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 | |
| 3740.4 g | 3740.3 g | 3740.6 g | 3741.0 g | 3741.2 g | 3741.3 g | |
| 2154.6 g | 2163.4 g | 2158.8 g | 2153.8 g | 2156.9 g | 2167.5 g | |
| 3770.0 g | 3777.2 g | 3774.1 g | 3771.5 g | 3778.7 g | 3777.9 g | |
| 2.486 | 2.486 | 2.486 | 2.486 | 2.486 | 2.486 | |
| 3828.0 g | 3822.7 g | 3826.6 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.9 mm | 95.0 mm | 94.9 mm | ||||
| 133 mmHg | 132 mmHg | 134 mmHg | ||||
| 24 inHg | 24 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1615.4 cm^3 | 1613.8 cm^3 | 1615.3 cm^3 | 1617.7 cm^3 | 1621.8 cm^3 | 1610.4 cm^3 | |
2.315 | 2.318 | 2.316 | 2.313 | 2.307 | 2.323 | |
6.9 % | 6.8 % | 6.8 % | 7.0 % | 7.2 % | 6.6 % | |
111.5 cm^3 | 109.7 cm^3 | 109.8 cm^3 | 113.2 cm^3 | 116.8 cm^3 | 106.3 cm^3 | |
3818.5 g | 3817.1 g | 3817.5 g | ||||
3829.6 g | 3828.1 g | 3828.4 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
87.6 cm^3 | 82.4 cm^3 | 86.0 cm^3 | ||||
79 % | 75 % | 78 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
24403 N | 22953 N | 22917 N | 28242 N | 26365 N | 27855 N | |
2 | 3 | 3 | 1 | 1 | 1 | |
40 | 39 | 49 | 69 | 55 | 50 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1091 kPa | 1025 kPa | 1025 kPa | 1263 kPa | 1179 kPa | 1246 kPa | |
152 psi | 178 psi | |||||
0.85 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=178 psi, S2=152 psi, TSR=85%
Test was verified on 11/4/2025 ✔