Summary for Test 2025-04-22-96-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995002 DEA: 010H5804 EFIS: 0117000238 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-299-R7.6/R29.2 |
| Award Date | 09/25/2023 |
| Closeout Date | 12/29/2025 |
| Work Description | RHMA, HMA AND REPLACE AC SURFACING. |
| Location Description | HUMBOLDT COUNTY AT VARIOUS LOCATIONS FROM 0.5 MILE EAST OF BLUE LAKE BOULEVARD TO 0.1 MILE EAST OF TITLOW HILL ROW |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 04/22/2025 | Sample Unique Key | 96 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/29/2025 | Sample type | Production Start-Up |
| A brief description of the sample | 1/2-inch RHMA-G (PG 64-16 CR w/ WMA) | 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 | G. |
| Last name of sampler or witnessed by | Thorpe | Title of sampler | Inspector |
| Telephone number of sampler | Laboratory sample identification | D79862 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kernen Construction — Hatchery Lane Facility (Arcata, CA) | |
| Transportation Laboratory (TL) Number | 972443 | 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 1 |
| Sublot number | 1 | 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: 2025-04-22-96
DIME Test ID: 2025-04-22-96-5
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: 06/12/2025
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Untreated | ||||||
| 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 | 95.0 mm | 94.9 mm | 94.9 mm | |
| 3655.2 g | 3656.0 g | 3657.6 g | 3656.2 g | 3656.4 g | 3656.4 g | |
| 2068.7 g | 2078.3 g | 2080.6 g | 2068.0 g | 2082.7 g | 2079.7 g | |
| 3686.7 g | 3695.4 g | 3698.4 g | 3688.9 g | 3698.6 g | 3694.3 g | |
| 2.432 | 2.432 | 2.432 | 2.432 | 2.432 | 2.432 | |
| 3743.1 g | 3746.6 g | 3748.0 g | ||||
| 95.3 mm | 95.3 mm | 95.2 mm | ||||
| 227 mmHg | 192 mmHg | 223 mmHg | ||||
| 21 inHg | 21 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1618.0 cm^3 | 1617.1 cm^3 | 1617.8 cm^3 | 1620.9 cm^3 | 1615.9 cm^3 | 1614.6 cm^3 | |
2.259 | 2.261 | 2.261 | 2.256 | 2.263 | 2.265 | |
7.1 % | 7.0 % | 7.0 % | 7.2 % | 6.9 % | 6.9 % | |
114.9 cm^3 | 113.2 cm^3 | 113.2 cm^3 | 116.7 cm^3 | 111.5 cm^3 | 111.4 cm^3 | |
3735.6 g | 3735.2 g | 3736.8 g | ||||
3747.1 g | 3746.6 g | 3748.2 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
87.9 cm^3 | 90.6 cm^3 | 90.4 cm^3 | ||||
77 % | 80 % | 80 % | ||||
13954 N | 13140 N | 13038 N | 17846 N | 17833 N | 18086 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
39 | 38 | 40 | 44 | 71 | 61 | |
1 | 2 | 0 | 0 | 0 | 0 | |
621 kPa | 585 kPa | 581 kPa | 797 kPa | 798 kPa | 809 kPa | |
86 psi | 116 psi | |||||
0.74 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=116psi,
S2=86psi,
TSR=74%
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| D79863, 972443, 01-0H5803, TSR | 545.20 KB | 06/12/2025 | 2025-04-22-96-5 | Info |
Test was verified on 6/12/2025 ✔