Summary for Test 2026-05-10-16-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001306 DEA: 023H7704 EFIS: 0218000039 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-99-0.0/12.5 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | VINA REHAB: PLACE HMA, INSTALL CULVERTS, AND INSTALL GUARDRAIL. |
| Location Description | TEHAMA COUNTY IN AND NEAR LOS MOLINOS FROM BUTTE COUNTY LINE TO LOS MOLINOS CREEK BRIDGE |
| QA Service Level | 1 (Verified on 06/12/2025) |
Sample Information
| Sample Taken Date | 05/10/2026 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 05/11/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 70-10) |
| 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 | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D80193 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Knife River Construction ā Orland Plant (Orland, CA) | Transportation Laboratory (TL) Number | 896853 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3942604 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 2608P01 | |
| Binder content (%) | 4.6 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 70-10 | Binder Supplier | Pacific Northwest (Stockton, CA) |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
DIME Sample ID: 2026-05-10-16
DIME Test ID: 2026-05-10-16-5
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: 2026-06-12
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 05/29/2026
| 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 | 95.0 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3815.6 g | 3815.7 g | 3815.6 g | 3811.3 g | 3816.1 g | 3815.8 g | |
| 2242.7 g | 2241.4 g | 2244.2 g | 2240.2 g | 2234.8 g | 2245.7 g | |
| 3855.0 g | 3852.0 g | 3856.2 g | 3846.1 g | 3850.1 g | 3859.2 g | |
| 2.554 | 2.554 | 2.554 | 2.554 | 2.554 | 2.554 | |
| 3907.2 g | 3906.5 g | 3905.6 g | ||||
| 94.9 mm | 95.0 mm | 94.9 mm | ||||
| 203 mmHg | 202 mmHg | 202 mmHg | ||||
| 21 inHg | 21 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1612.3 cm^3 | 1610.6 cm^3 | 1612.0 cm^3 | 1605.9 cm^3 | 1615.3 cm^3 | 1613.5 cm^3 | |
2.367 | 2.369 | 2.367 | 2.373 | 2.362 | 2.365 | |
7.3 % | 7.2 % | 7.3 % | 7.1 % | 7.5 % | 7.4 % | |
117.7 cm^3 | 116.0 cm^3 | 117.7 cm^3 | 114.0 cm^3 | 121.1 cm^3 | 119.4 cm^3 | |
3898.0 g | 3896.9 g | 3898.0 g | ||||
3909.8 g | 3908.5 g | 3909.8 g | ||||
3907.2 cm^3 | 3906.5 cm^3 | 3905.6 cm^3 | ||||
91.6 cm^3 | 90.8 cm^3 | 90.0 cm^3 | ||||
78 % | 78 % | 76 % | ||||
24675 N | 27252 N | 28394 N | 31049 N | 30288 N | 30487 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
25 | 22 | 27 | 24 | 25 | 27 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1104 kPa | 1217 kPa | 1270 kPa | 1389 kPa | 1355 kPa | 1363 kPa | |
174 psi | 199 psi | |||||
0.87 | ||||||
General comments (publicly viewable) (Max 1000 characters): Sā=198psi,
Sā=174psi,
TSR=87%
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| D80193, 02-3H7703, 896853, TSR | 625.42 KB | 06/12/2026 | 2026-05-10-16-5 | Info |
Test was verified on 6/12/2026 ✔
