Summary for Test 2025-10-23-54-5
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 | 10/23/2025 | Sample Unique Key | 54 |
|---|---|---|---|
| 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 | 10/27/2025 |
| Sample type | Acceptance | A brief description of the sample | 16 boxes of Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 15% RAP and virgin PG 64-28 M (Pacific Northwest - Stockton, Ca) |
| The quantity of what the sample constitutes | 650 Tons | 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 | D80111 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Western NV Materials, Spanish Springs | Transportation Laboratory (TL) Number | 972025 |
| 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: 2025-10-23-54
DIME Test ID: 2025-10-23-54-5
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: 2025-11-13
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 11/13/2025
| 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 | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3746.2 g | 3746.0 g | 3745.9 g | 3745.0 g | 3745.3 g | 3746.0 g | |
| 2167.7 g | 2164.8 g | 2171.1 g | 2169.0 g | 2171.8 g | 2158.5 g | |
| 3786.3 g | 3783.3 g | 3786.2 g | 3787.0 g | 3787.0 g | 3779.7 g | |
| 2.493 | 2.493 | 2.493 | 2.493 | 2.493 | 2.493 | |
| 3835.2 g | 3830.8 g | 3827.9 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 167 mmHg | 165 mmHg | 143 mmHg | ||||
| 23 inHg | 23 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1618.6 cm^3 | 1618.5 cm^3 | 1615.1 cm^3 | 1618.0 cm^3 | 1615.2 cm^3 | 1621.2 cm^3 | |
2.314 | 2.314 | 2.319 | 2.315 | 2.319 | 2.311 | |
7.2 % | 7.2 % | 7.0 % | 7.1 % | 7.0 % | 7.3 % | |
116.5 cm^3 | 116.5 cm^3 | 113.1 cm^3 | 114.9 cm^3 | 113.1 cm^3 | 118.3 cm^3 | |
3827.8 g | 3827.6 g | 3825.1 g | ||||
3839.4 g | 3839.2 g | 3836.4 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
89.0 cm^3 | 84.8 cm^3 | 82.0 cm^3 | ||||
76 % | 73 % | 73 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
25404 N | 28099 N | 26916 N | 28842 N | 30653 N | 30306 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
27 | 33 | 29 | 72 | 57 | 69 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1136 kPa | 1257 kPa | 1204 kPa | 1290 kPa | 1371 kPa | 1355 kPa | |
174 psi | 194 psi | |||||
0.9 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=194 psi, S2=174 psi, TSR=90%
Test was verified on 11/13/2025 ✔