Summary for Test 2026-06-18-92-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215734 DEA: 024H0104 EFIS: 0218000068 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-78.3/90.3 |
| Award Date | 01/29/2025 |
| Closeout Date | Not set |
| Work Description | REPLACE AC SURFACING, PLACE HMA AND THERMOPLASTIC TRAFFIC STRIPING. |
| Location Description | PLUMAS COUNTY NEAR PORTOLA FROM 0.4 MILE WEST OF BIG GRIZZLY CREEK BRIDGE TO 0.8 MILE WEST OF SUMMIT SCHOOL DRIVE |
| QA Service Level | 1 (Verified on 07/08/2021) |
Sample Information
| Sample Taken Date | 06/18/2026 | Sample Unique Key | 92 |
|---|---|---|---|
| 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 | 06/23/2026 |
| Sample type | Acceptance | A brief description of the sample | 12 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Emilio | Last name of sampler or witnessed by | Chavez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D80243 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials ā Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 036640 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3923701 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | JMF2614003 | |
| Binder content (%) | 5.7 | Virgin binder PG | |
| Design binder PG | PG 64-28 | Binder Supplier | Western Emulsions (White City, OR) |
| RAP content (%) | 22 | WMA Additives | No |
| Antistrip type | 1.0% Lime |
Test Details
DIME Sample ID: 2026-06-18-92
DIME Test ID: 2026-06-18-92-6
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: 2026-08-20
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 07/10/2026
| 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 | 49.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3665.4 g | 3665.5 g | 3666.8 g | 3665.9 g | 3663.0 g | 3666.8 g | |
| 2103.3 g | 2097.2 g | 2106.3 g | 2096.4 g | 2106.2 g | 2103.9 g | |
| 3709.4 g | 3712.6 g | 3709.0 g | 3710.8 g | 3705.4 g | 3712.7 g | |
| 2.451 | 2.451 | 2.451 | 2.451 | 2.451 | 2.451 | |
| 3750.2 g | 3759.9 g | 3750.1 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 155 mmHg | 216 mmHg | 162 mmHg | ||||
| 23 inHg | 20 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1606.1 cm^3 | 1615.4 cm^3 | 1602.7 cm^3 | 1614.4 cm^3 | 1599.2 cm^3 | 1608.8 cm^3 | |
2.282 | 2.269 | 2.288 | 2.271 | 2.291 | 2.279 | |
6.9 % | 7.4 % | 6.7 % | 7.3 % | 6.5 % | 7.0 % | |
110.8 cm^3 | 119.5 cm^3 | 107.4 cm^3 | 117.9 cm^3 | 103.9 cm^3 | 112.6 cm^3 | |
3743.0 g | 3749.2 g | 3742.0 g | ||||
3754.0 g | 3761.1 g | 3752.7 g | ||||
3750.2 cm^3 | 3759.9 cm^3 | 3750.1 cm^3 | ||||
84.8 cm^3 | 94.4 cm^3 | 83.3 cm^3 | ||||
77 % | 79 % | 78 % | ||||
15691 N | 15841 N | 16151 N | 15837 N | 17994 N | 18652 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
26 | 32 | 27 | 31 | 35 | 21 | |
0 | 0 | 0 | 0 | 0 | 0 | |
702 kPa | 708 kPa | 722 kPa | 708 kPa | 805 kPa | 834 kPa | |
103 psi | 113 psi | |||||
0.91 | ||||||
General comments (publicly viewable) (Max 1000 characters): Sā=113psi,
Sā=103psi,
TSR=91%
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| D80243, 02-4H0103, 036640, TSR | 522.76 KB | 08/20/2026 | 2026-06-18-92-6 | Info |
Test was verified on 8/20/2026 ✔
