Summary for Test 2025-09-23-70-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994859 DEA: 021H5904 EFIS: 0216000025 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-43.5,57.0 |
| Award Date | 08/07/2023 |
| Closeout Date | Not set |
| Work Description | REPLACE CULVERTS WITH BRIDGES, STREAMBED RESTORATION, & LANDSCAPING. |
| Location Description | SISKIYOU COUNTY AT AND NEAR HAPPY CAMP AT 0.8 MILE WEST OF GORDON\\'S FERRY ROAD AND AT PORTUGUESE CREEK |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 09/23/2025 | Sample Unique Key | 70 |
|---|---|---|---|
| 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 | 09/23/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch HMA-A PG 64-28M from Valero – Benicia |
| 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 | Giuliano | Last name of sampler or witnessed by | Giuntoli |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Mercer-Fraser Company, Willow Creek Plant, Willow Creek, CA | Transportation Laboratory (TL) Number | |
| 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 4.9 | Virgin binder PG | PG 64-28M |
| Design binder PG | PG 64-28M | Binder Supplier | Valero (Benicia, CA) |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type | 1% Lime |
Test Details
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DIME Sample ID: 2025-09-23-70
DIME Test ID: 2025-09-23-70-5
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: 2025-10-09
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 10/08/2025
| 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 | 94.8 mm | 94.9 mm | |
| 3920.9 g | 3920.1 g | 3920.2 g | 3920.3 g | 3920.5 g | 3920.1 g | |
| 2346.1 g | 2345.2 g | 2345.7 g | 2334.9 g | 2349.8 g | 2351.1 g | |
| 3955.5 g | 3955.5 g | 3955.2 g | 3948.8 g | 3957.9 g | 3959.1 g | |
| 2.616 | 2.616 | 2.616 | 2.616 | 2.616 | 2.616 | |
| 4003.9 g | 4001.3 g | 4003.6 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 154 mmHg | 154 mmHg | 154 mmHg | ||||
| 23 inHg | 23 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1609.4 cm^3 | 1610.3 cm^3 | 1609.5 cm^3 | 1613.9 cm^3 | 1608.1 cm^3 | 1608.0 cm^3 | |
2.436 | 2.434 | 2.436 | 2.429 | 2.438 | 2.438 | |
6.9 % | 7.0 % | 6.9 % | 7.1 % | 6.8 % | 6.8 % | |
111.0 cm^3 | 112.7 cm^3 | 111.1 cm^3 | 114.6 cm^3 | 109.4 cm^3 | 109.3 cm^3 | |
3998.6 g | 3999.0 g | 3998.0 g | ||||
4009.7 g | 4010.3 g | 4009.1 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
83.0 cm^3 | 81.2 cm^3 | 83.4 cm^3 | ||||
75 % | 72 % | 75 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
12886 N | 13411 N | 13718 N | 14679 N | 15008 N | 14475 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
11 | 12 | 13 | 24 | 30 | 26 | |
0 | 0 | 0 | 0 | 0 | 0 | |
576 kPa | 600 kPa | 613 kPa | 656 kPa | 672 kPa | 647 kPa | |
86 psi | 95 psi | |||||
0.91 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=96 psi, S2=87 psi, TSR=91%
Test was verified on 10/9/2025 ✔