Summary for Test 2025-07-24-82-6
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 995524 DEA: 021H3604 EFIS: 0216000040 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-76.8/78.0 |
| Award Date | 03/22/2024 |
| Closeout Date | 12/29/2025 |
| Work Description | REPLACE BRIDGE. |
| Location Description | SISKIYOU COUNTY NEAR HORSE CREEK FROM 0.4 MILE WEST OF KLAMATH RIVER BRIDGE TO 2.0 MILES WEST OF KOHL CREEK |
| QA Service Level | 1 (Verified on 12/27/2023) |
Sample Information
| Sample Taken Date | 07/24/2025 | Sample Unique Key | 82 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/29/2025 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) | 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 | Giuliano |
| Last name of sampler or witnessed by | Giuntoli | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79980 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 823568 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | 3893067 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 4.7 | Virgin binder PG | |
| Design binder PG | PG 64-28 | Binder Supplier | Valero (Benicia, CA) |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-07-24-82
DIME Test ID: 2025-07-24-82-6
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: 2026-02-09
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: 08/14/2025
Test Temperature: 122 F
Compaction Method: SGC Cylindrical Specimen
Air Void Content for specimen A-1: 8.5 %
Air Void Content for specimen A-2: 8.5 %
Air Void Content for specimen B-1: 8.9 %
Air Void Content for specimen B-2: 8.2 %
Stripping Inflection Point (Wheel A): >15000
Stripping Inflection Point (Wheel B): >15000
Maximum impression at 5000 passes (left wheel): 1.19 mm
Maximum impression at 5000 passes (right wheel): 1.3 mm
Average impression at 5000 passes (left/right avg): 1.25 mm
Maximum impression at 10000 passes (left wheel): 1.41 mm
Maximum impression at 10000 passes (right wheel): 1.56 mm
Average impression at 10000 passes (left/right avg): 1.48 mm
Maximum impression at 15000 passes (left wheel): 1.56 mm
Maximum impression at 15000 passes (right wheel): 1.68 mm
Average impression at 15000 passes (left/right avg): 1.62 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:
Target air voids of 7.0% could not be attained with this sample,
Rut=0.1in.@N₁₅₀₀₀,
Nf>15000,
SIP>15000
Test was verified on 2/9/2026 ✔