Summary for Test 2025-10-06-61-1
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 1000365 DEA: 033H9014 EFIS: 0323000075 |
|---|---|
| DIST-CO-RTE-PM | 03-SOL,YOL-50,80,113-Var |
| Award Date | 09/27/2024 |
| Closeout Date | Not set |
| Work Description | HMA, RHMA, SIGN STRUCTURE, CAMERA SYSTEMS, & FO CABLE SYSTEMS. |
| Location Description | SOLANO AND YOLO COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 09/17/2024) |
Sample Information
| Sample Taken Date | 10/06/2025 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | 10/14/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4" HMA w/ 25% 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 | PSU 25-214 | Linked DIME Sample ID | 2025-10-06-50 |
| The fabricator/manufacturer/facility name | DeSilva Gates Marysville | 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 | MD 6736 |
| Binder content (%) | 4.7 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero |
| RAP content (%) | 25 | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-10-06-61
DIME Test ID: 2025-10-06-61-1
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: 2025-10-20
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: 10/20/2025
Test Temperature: 122 F
Compaction Method: SGC Cylindrical Specimen
Air Void Content for specimen A-1: 6.5 %
Air Void Content for specimen A-2: 6.5 %
Air Void Content for specimen B-1: 6.6 %
Air Void Content for specimen B-2: 7.0 %
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 25000
Maximum impression at 5000 passes (left wheel): 3.88 mm
Maximum impression at 5000 passes (right wheel): 2.57 mm
Average impression at 5000 passes (left/right avg): 3.22 mm
Maximum impression at 10000 passes (left wheel): 5.61 mm
Maximum impression at 10000 passes (right wheel): 3.27 mm
Average impression at 10000 passes (left/right avg): 4.44 mm
Maximum impression at 15000 passes (left wheel): 7.3 mm
Maximum impression at 15000 passes (right wheel): 4.11 mm
Average impression at 15000 passes (left/right avg): 5.71 mm
Maximum impression at 20000 passes (left wheel): 9.71 mm
Maximum impression at 20000 passes (right wheel): 5.67 mm
Average impression at 20000 passes (left/right avg): 7.69 mm
Maximum impression at 25000 passes (left wheel): 12.02 mm
Maximum impression at 25000 passes (right wheel): 8.23 mm
Average impression at 25000 passes (left/right avg): 10.13 mm
Raw Data: no data
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Test was verified on 10/20/2025 ✔