Summary for Test 2025-07-22-79-5
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 | 07/22/2025 | Sample Unique Key | 79 |
|---|---|---|---|
| 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 | 07/23/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2"-Inch HMA-A w/25% RAP PG58-22 Albina |
| 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 | Riley | Last name of sampler or witnessed by | Melvin |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79971 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 815572 |
| 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 (%) | 6.2 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-07-22-79
DIME Test ID: 2025-07-22-79-5
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: 2025-08-13
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 08/13/2025
| 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 | 95.0 mm | 95.0 mm | 95.0 mm | |
| 3706.7 g | 3708.5 g | 3708.9 g | 3707.8 g | 3709.0 g | 3708.0 g | |
| 2118.0 g | 2113.7 g | 2117.1 g | 2107.0 g | 2119.8 g | 2120.8 g | |
| 3738.8 g | 3740.0 g | 3741.4 g | 3734.4 g | 3742.5 g | 3742.6 g | |
| 2.453 | 2.453 | 2.453 | 2.453 | 2.453 | 2.453 | |
| 3792.2 g | 3795.8 g | 3792.8 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 94.9 mm | 94.9 mm | ||||
| 131 mmHg | 181 mmHg | 155 mmHg | ||||
| 24 inHg | 22 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1620.8 cm^3 | 1626.3 cm^3 | 1624.3 cm^3 | 1627.4 cm^3 | 1622.7 cm^3 | 1621.8 cm^3 | |
2.287 | 2.280 | 2.283 | 2.278 | 2.286 | 2.286 | |
6.8 % | 7.1 % | 6.9 % | 7.1 % | 6.8 % | 6.8 % | |
110.2 cm^3 | 115.5 cm^3 | 112.1 cm^3 | 115.5 cm^3 | 110.3 cm^3 | 110.3 cm^3 | |
3783.8 g | 3789.4 g | 3787.4 g | ||||
3794.9 g | 3800.9 g | 3798.6 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
85.5 cm^3 | 87.3 cm^3 | 83.9 cm^3 | ||||
78 % | 76 % | 75 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
18322 N | 19821 N | 20631 N | 21049 N | 21507 N | 20809 N | |
2 | 2 | 2 | 0 | 0 | 0 | |
26 | 26 | 34 | 25 | 47 | 40 | |
0 | 0 | 0 | 0 | 0 | 0 | |
819 kPa | 886 kPa | 923 kPa | 940 kPa | 961 kPa | 930 kPa | |
127 psi | 137 psi | |||||
0.93 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=137 psi, S2=127 psi, TSR=93%
Test was verified on 8/13/2025 ✔