Summary for Test 2025-10-28-95-5
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 | 10/28/2025 | Sample Unique Key | 95 |
|---|---|---|---|
| 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 | 8 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 | 200 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 | D80118 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Western NV Materials, Spanish Springs | Transportation Laboratory (TL) Number | 875187 |
| 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: 2025-10-28-95
DIME Test ID: 2025-10-28-95-5
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: 2025-11-26
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 11/26/2025
| 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 | |
| 94.7 mm | 94.7 mm | 94.7 mm | 94.8 mm | 94.7 mm | 94.7 mm | |
| 3735.6 g | 3734.6 g | 3736.1 g | 3735.6 g | 3735.2 g | 3735.6 g | |
| 2152.8 g | 2159.2 g | 2156.2 g | 2157.6 g | 2145.2 g | 2163.8 g | |
| 3772.4 g | 3773.0 g | 3774.0 g | 3772.9 g | 3766.9 g | 3776.8 g | |
| 2.480 | 2.480 | 2.480 | 2.480 | 2.480 | 2.480 | |
| 3822.4 g | 3814.1 g | 3824.0 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.8 mm | 94.7 mm | 94.7 mm | ||||
| 160 mmHg | 134 mmHg | 134 mmHg | ||||
| 23 inHg | 24 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1619.6 cm^3 | 1613.8 cm^3 | 1617.8 cm^3 | 1615.3 cm^3 | 1621.7 cm^3 | 1613.0 cm^3 | |
2.306 | 2.314 | 2.309 | 2.313 | 2.303 | 2.316 | |
7.0 % | 6.7 % | 6.9 % | 6.7 % | 7.1 % | 6.6 % | |
113.4 cm^3 | 108.1 cm^3 | 111.6 cm^3 | 108.2 cm^3 | 115.1 cm^3 | 106.5 cm^3 | |
3815.0 g | 3810.3 g | 3814.2 g | ||||
3826.3 g | 3821.1 g | 3825.4 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
86.8 cm^3 | 79.5 cm^3 | 87.9 cm^3 | ||||
77 % | 74 % | 79 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
25813 N | 26987 N | 25875 N | 27348 N | 29465 N | 30470 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
26 | 22 | 33 | 55 | 40 | 49 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1156 kPa | 1209 kPa | 1160 kPa | 1224 kPa | 1321 kPa | 1366 kPa | |
170 psi | 189 psi | |||||
0.9 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=189 psi, S2=170 psi, TSR=90%
Test was verified on 11/26/2025 ✔