Summary for Test 2026-07-30-102-4
Test performed: AASHTO T269-14Project Information
| Project Identifiers | Project ID: 1000513 DEA: 020J8504 EFIS: 0219000168 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-89-21/R34.622 |
| Award Date | 08/05/2025 |
| Closeout Date | Not set |
| Work Description | MCCLOUD CAPM - PAVEMENT REHABILITATION |
| Location Description | IN SISKIYOU COUNTY AT AND NEAR MCCLOUD FROM 0.1 MILE SOUTH OF MUD CREEK BRIDGE TO ROUTE 5 |
| QA Service Level | 1 (Verified on 08/12/2024) |
Sample Information
| Sample Taken Date | 07/30/2026 | Sample Unique Key | 102 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/30/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 3/8-inch Type A HMA (eq. PG 64-16) with 25.0% RAP and PG 58-22 from Albina - K-Falls, Or | 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 | Joe |
| Last name of sampler or witnessed by | Delgado | Title of sampler | Consultant Tester |
| Telephone number of sampler | Laboratory sample identification | D80321 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis Inc - Northstate Asphalt - Redding, CA | |
| Transportation Laboratory (TL) Number | 846272 | 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 | 3/8 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 5.8 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 58-22 | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | 1% Lime |
Test Details
DIME Sample ID: 2026-07-30-102
DIME Test ID: 2026-07-30-102-4
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Test Release Date: 2026-09-14
Test Results
Number of tests: 3
Is the sample lab compacted or field compacted?: Lab compacted
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 08/05/2026
| 1 | 2 | 3 | ||||
|---|---|---|---|---|---|---|
| 2.395 | 2.390 | 2.387 | ||||
| 2.479 | ||||||
3.4 % | 3.6 % | 3.7 % | ||||
3.6 % | ||||||
General comments (publicly viewable) (Max 1000 characters): AASHTO T 269: Pa=3.6% Allowed tolerance for air voids is 2.5 – 5.5%
Test was verified on 9/14/2026 ✔
