Summary for Test 2026-08-02-19-3
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 1001565 DEA: 030J4404 EFIS: 0319000285 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT-162-15.6/18.5 |
| Award Date | 12/04/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PVMT, HMA, MINOR CONCRETE, SIGNAL AND LIGHTING SYSTEM. |
| Location Description | BUTTE COUNTY IN OROVILLE FROM FEATHER RIVER BRIDGE TO FOOTHILL BOULEVARD |
| QA Service Level | 1 (Verified on 09/17/2025) |
Sample Information
| Sample Taken Date | 08/02/2026 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 08/02/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4" HMA w/ 25% RAP |
| The quantity of what the sample constitutes | 12 Boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Brad | Last name of sampler or witnessed by | McKeehan |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | PSU 26-179 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Teichert Hallwood | Transportation Laboratory (TL) Number | C778946 |
| 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 | 1 |
| Sublot number | 1 | HMA Mix Number | 30940132416P |
| Binder content (%) | 4.5 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | PNW |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-08-02-19
DIME Test ID: 2026-08-02-19-3
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Test Release Date: 2026-08-17
Test Results
Specified number of passes at 12.7 mm: 25000
Specimen Preparation Method: PMLC
Input Type: Measured
Tester's full name: Joshua Wilson
Date of test: 08/05/2026
Test Temperature: 122 F
Compaction Method: SGC Cylindrical Specimen
Air Void Content for specimen A-1: 7.4 %
Air Void Content for specimen A-2: 7.4 %
Air Void Content for specimen B-1: 7.5 %
Air Void Content for specimen B-2: 7.5 %
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 25000
Maximum impression at 5000 passes (left wheel): 3.23 mm
Maximum impression at 5000 passes (right wheel): 2.5 mm
Average impression at 5000 passes (left/right avg): 2.87 mm
Maximum impression at 10000 passes (left wheel): 3.92 mm
Maximum impression at 10000 passes (right wheel): 3.02 mm
Average impression at 10000 passes (left/right avg): 3.47 mm
Maximum impression at 15000 passes (left wheel): 4.66 mm
Maximum impression at 15000 passes (right wheel): 3.41 mm
Average impression at 15000 passes (left/right avg): 4.04 mm
Maximum impression at 20000 passes (left wheel): 5.26 mm
Maximum impression at 20000 passes (right wheel): 3.84 mm
Average impression at 20000 passes (left/right avg): 4.55 mm
Maximum impression at 25000 passes (left wheel): 6.11 mm
Maximum impression at 25000 passes (right wheel): 4.51 mm
Average impression at 25000 passes (left/right avg): 5.31 mm
Raw Data: excel
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Test was verified on 8/17/2026 ✔