Summary for Test 2025-08-21-72-1
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 1000435 DEA: 030J01U4 EFIS: 0323000244 |
|---|---|
| DIST-CO-RTE-PM | 03-PLA-28-0.1/11.0 |
| Award Date | 10/02/2024 |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), COLD PLANE AC PVMT, RDWY EXC, & CL 2 AB. |
| Location Description | PLACER COUNTY FROM 0.1 MILE EAST OF ROUTE 89 AT TAHOE CITY TO THE NEVADA STATE LINE AT KINGS BEACH |
| QA Service Level | 1 (Verified on 07/30/2024) |
Sample Information
| Sample Taken Date | 08/21/2025 | Sample Unique Key | 72 |
|---|---|---|---|
| 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 | 09/03/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4" HMA w/ 15% RAP |
| The quantity of what the sample constitutes | 10 Boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Dustan | Last name of sampler or witnessed by | Kliethermes |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Daily 25-159 | Linked DIME Sample ID | 2025-08-21-33 |
| The fabricator/manufacturer/facility name | Teichert Martis | Transportation Laboratory (TL) Number | |
| 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 | 30540732407P |
| Binder content (%) | 5.0 | Virgin binder PG | |
| Design binder PG | PG 64-28 | Binder Supplier | PNW |
| RAP content (%) | 15 | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-08-21-72
DIME Test ID: 2025-08-21-72-1
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: 2025-09-19
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: 09/18/2025
Test Temperature: 122 F
Compaction Method: SGC Cylindrical Specimen
Air Void Content for specimen A-1: no data
Air Void Content for specimen A-2: no data
Air Void Content for specimen B-1: no data
Air Void Content for specimen B-2: no data
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 25000
Maximum impression at 5000 passes (left wheel): 2.26 mm
Maximum impression at 5000 passes (right wheel): 1.52 mm
Average impression at 5000 passes (left/right avg): 1.89 mm
Maximum impression at 10000 passes (left wheel): 2.63 mm
Maximum impression at 10000 passes (right wheel): 1.81 mm
Average impression at 10000 passes (left/right avg): 2.22 mm
Maximum impression at 15000 passes (left wheel): 2.88 mm
Maximum impression at 15000 passes (right wheel): 2 mm
Average impression at 15000 passes (left/right avg): 2.44 mm
Maximum impression at 20000 passes (left wheel): 3.11 mm
Maximum impression at 20000 passes (right wheel): 2.16 mm
Average impression at 20000 passes (left/right avg): 2.64 mm
Maximum impression at 25000 passes (left wheel): 3.31 mm
Maximum impression at 25000 passes (right wheel): 2.39 mm
Average impression at 25000 passes (left/right avg): 2.85 mm
Raw Data: excel
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Test was verified on 9/19/2025 ✔