Summary for Test 2025-11-06-80-5
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 | 11/06/2025 | Sample Unique Key | 80 |
|---|---|---|---|
| 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 | 11/10/2025 |
| Sample type | Acceptance | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch HMA-A w/15% RAP, PG 64-28 M from Pacific Northwest - Stockton, Ca |
| The quantity of what the sample constitutes | 850 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Reilly | Last name of sampler or witnessed by | Melvin |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D80124 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Western Nevada Materials — Spanish Springs Drum Plant (Spanish Springs, NV) | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 875196 | 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: 2025-11-06-80
DIME Test ID: 2025-11-06-80-5
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: 2025-12-04
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 12/04/2025
| 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 | 94.8 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3743.2 g | 3746.4 g | 3746.1 g | 3745.5 g | 3746.3 g | 3746.6 g | |
| 2160.1 g | 2166.5 g | 2167.8 g | 2147.2 g | 2171.7 g | 2167.3 g | |
| 3775.8 g | 3784.3 g | 3784.7 g | 3772.5 g | 3784.1 g | 3783.8 g | |
| 2.488 | 2.488 | 2.488 | 2.488 | 2.488 | 2.488 | |
| 3831.6 g | 3832.2 g | 3832.8 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 94.9 mm | 94.9 mm | ||||
| 164 mmHg | 161 mmHg | 158 mmHg | ||||
| 23 inHg | 23 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1615.7 cm^3 | 1617.8 cm^3 | 1616.9 cm^3 | 1625.3 cm^3 | 1612.4 cm^3 | 1616.5 cm^3 | |
2.317 | 2.316 | 2.317 | 2.304 | 2.323 | 2.318 | |
6.9 % | 6.9 % | 6.9 % | 7.4 % | 6.6 % | 6.8 % | |
111.5 cm^3 | 111.6 cm^3 | 111.6 cm^3 | 120.3 cm^3 | 106.4 cm^3 | 109.9 cm^3 | |
3821.3 g | 3824.5 g | 3824.2 g | ||||
3832.4 g | 3835.7 g | 3835.4 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
88.4 cm^3 | 85.8 cm^3 | 86.7 cm^3 | ||||
79 % | 77 % | 78 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
24892 N | 25786 N | 27748 N | 33958 N | 33037 N | 33557 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
33 | 32 | 43 | 80 | 75 | 60 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1112 kPa | 1153 kPa | 1241 kPa | 1519 kPa | 1477 kPa | 1501 kPa | |
169 psi | 217 psi | |||||
0.78 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=217 psi, S2=170 psi, TSR=78%
Test was verified on 12/4/2025 ✔