Summary for Test 2026-06-10-99-6
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 | 06/10/2026 | Sample Unique Key | 99 |
|---|---|---|---|
| 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 | 06/12/2026 |
| 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 | D80227 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials ā Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 036639 |
| 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 | JMF2614002 | |
| 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: 2026-06-10-99
DIME Test ID: 2026-06-10-99-6
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: 2026-07-23
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 06/24/2026
| 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 | |
| 95.0 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | 95.0 mm | |
| 3711.3 g | 3711.5 g | 3711.6 g | 3710.3 g | 3711.9 g | 3711.0 g | |
| 2131.3 g | 2128.4 g | 2135.5 g | 2130.9 g | 2133.1 g | 2140.0 g | |
| 3744.5 g | 3737.9 g | 3746.2 g | 3743.4 g | 3748.4 g | 3746.5 g | |
| 2.471 | 2.471 | 2.471 | 2.471 | 2.471 | 2.471 | |
| 3797.7 g | 3788.6 g | 3794.9 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 161 mmHg | 145 mmHg | 138 mmHg | ||||
| 23 inHg | 24 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1613.2 cm^3 | 1609.5 cm^3 | 1610.7 cm^3 | 1612.5 cm^3 | 1615.3 cm^3 | 1606.5 cm^3 | |
2.301 | 2.306 | 2.304 | 2.301 | 2.298 | 2.310 | |
6.9 % | 6.7 % | 6.8 % | 6.9 % | 7.0 % | 6.5 % | |
111.3 cm^3 | 107.8 cm^3 | 109.5 cm^3 | 111.3 cm^3 | 113.1 cm^3 | 104.4 cm^3 | |
3789.2 g | 3787.0 g | 3788.3 g | ||||
3800.3 g | 3797.7 g | 3799.2 g | ||||
3797.7 cm^3 | 3788.6 cm^3 | 3794.9 cm^3 | ||||
86.4 cm^3 | 77.1 cm^3 | 83.3 cm^3 | ||||
78 % | 72 % | 76 % | ||||
17124 N | 18399 N | 17839 N | 19230 N | 20279 N | 19046 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
20 | 21 | 19 | 21 | 19 | 29 | |
0 | 0 | 0 | 0 | 0 | 0 | |
766 kPa | 823 kPa | 798 kPa | 860 kPa | 907 kPa | 851 kPa | |
115 psi | 127 psi | |||||
0.91 | ||||||
General comments (publicly viewable) (Max 1000 characters): Sā=127psi,
Sā=115psi,
TSR=91%
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| D80227, 02-4H0103, 036639, TSR | 623.19 KB | 07/23/2026 | 2026-06-10-99-6 | Info |
Test was verified on 7/23/2026 ✔
