Summary for Test 2026-06-22-92-7
Test performed: CTM 389-19Project 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 | 06/22/2026 | Sample Unique Key | 92 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/22/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-16) | 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 | |
| Telephone number of sampler | Laboratory sample identification | D80242 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 895737 | 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | JMF 2606P01 | |
| Binder content (%) | 4.7 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 25 | WMA Additives | |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2026-06-22-92
DIME Test ID: 2026-06-22-92-7
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Test Release Date: 2026-08-14
Test Results
Specified number of passes at 12.7 mm: 15000
Specimen Preparation Method: PMLC
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 06/30/2026
Test Temperature: 122 F
Compaction Method: SGC Cylindrical Specimen
Air Void Content for specimen A-1: 6.9 %
Air Void Content for specimen A-2: 7.0 %
Air Void Content for specimen B-1: 6.7 %
Air Void Content for specimen B-2: 7.2 %
Stripping Inflection Point (Wheel A): >15000
Stripping Inflection Point (Wheel B): >15000
Maximum impression at 5000 passes (left wheel): 1.98 mm
Maximum impression at 5000 passes (right wheel): 2.03 mm
Average impression at 5000 passes (left/right avg): 2 mm
Maximum impression at 10000 passes (left wheel): 2.24 mm
Maximum impression at 10000 passes (right wheel): 2.38 mm
Average impression at 10000 passes (left/right avg): 2.31 mm
Maximum impression at 15000 passes (left wheel): 2.4 mm
Maximum impression at 15000 passes (right wheel): 2.64 mm
Average impression at 15000 passes (left/right avg): 2.52 mm
Maximum impression at 20000 passes (left wheel): no data
Maximum impression at 20000 passes (right wheel): no data
Average impression at 20000 passes (left/right avg): no data
Maximum impression at 25000 passes (left wheel): no data
Maximum impression at 25000 passes (right wheel): no data
Average impression at 25000 passes (left/right avg): no data
Raw Data: no data
General comments (publicly viewable) (Max 1000 characters): CT 360:
SA=0.4g/cm²;
CT 389:
Rut=0.1in.@N₁₅₀₀₀,
Nf>15000,
SIP>15000
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| D80242, 02-0J8503, 895737, HWT | 782.80 KB | 08/14/2026 | 2026-06-22-92-7 | Info |
Test was verified on 8/14/2026 ✔