Summary for Test 2025-05-14-65-5
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 | 02/26/2026 |
| 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 | 05/14/2025 | Sample Unique Key | 65 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/14/2025 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) | 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 | D79879 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Pit - Litchfield, CA | |
| Transportation Laboratory (TL) Number | 857977 | 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 (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2025-05-14-65
DIME Test ID: 2025-05-14-65-5
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: 2025-06-12
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 05/30/2025
| 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 | 94.9 mm | 95.0 mm | 94.9 mm | |
| 3719.8 g | 3720.3 g | 3721.3 g | 3721.1 g | 3720.7 g | 3720.6 g | |
| 2135.0 g | 2127.5 g | 2141.4 g | 2133.9 g | 2137.4 g | 2132.1 g | |
| 3748.9 g | 3748.7 g | 3755.5 g | 3749.2 g | 3752.9 g | 3750.6 g | |
| 2.467 | 2.467 | 2.467 | 2.467 | 2.467 | 2.467 | |
| 3796.5 g | 3807.0 g | 3803.5 g | ||||
| 95.0 mm | 95.0 mm | 95.0 mm | ||||
| 144 mmHg | 223 mmHg | 150 mmHg | ||||
| 23 inHg | 21 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1613.9 cm^3 | 1621.2 cm^3 | 1614.1 cm^3 | 1615.3 cm^3 | 1615.5 cm^3 | 1618.5 cm^3 | |
2.305 | 2.295 | 2.305 | 2.304 | 2.303 | 2.299 | |
6.6 % | 7.0 % | 6.6 % | 6.6 % | 6.6 % | 6.8 % | |
106.5 cm^3 | 113.5 cm^3 | 106.5 cm^3 | 106.6 cm^3 | 106.6 cm^3 | 110.1 cm^3 | |
3794.4 g | 3799.8 g | 3795.9 g | ||||
3805.0 g | 3811.1 g | 3806.5 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
76.7 cm^3 | 86.7 cm^3 | 82.2 cm^3 | ||||
72 % | 76 % | 77 % | ||||
14417 N | 14635 N | 14354 N | 16503 N | 15595 N | 15831 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
29 | 23 | 18 | 22 | 24 | 27 | |
0 | 0 | 0 | 1 | 0 | 0 | |
644 kPa | 654 kPa | 641 kPa | 738 kPa | 697 kPa | 708 kPa | |
94 psi | 104 psi | |||||
0.9 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=104 psi, S2=94 psi, TSR=91%
Test was verified on 6/12/2025 ✔