Summary for Test 2026-04-06-14-3
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 | 04/06/2026 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 04/06/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4" HMA 25% RAP |
| The quantity of what the sample constitutes | 150 tons | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Luis | Last name of sampler or witnessed by | Magana |
| Title of sampler | Materials Tester | Telephone number of sampler | 2092250104 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | DeSilva Gates Marysville | Transportation Laboratory (TL) Number | 2026-04-06-14 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3906861 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 3 |
| Sublot number | 1 | HMA Mix Number | MD6736 |
| Binder content (%) | 4.7 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 58-22 | Binder Supplier | |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | na |
Test Details
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DIME Sample ID: 2026-04-06-14
DIME Test ID: 2026-04-06-14-3
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: 2026-04-15
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: 04/14/2026
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: 7.5 %
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): 1.5 mm
Maximum impression at 5000 passes (right wheel): 1.62 mm
Average impression at 5000 passes (left/right avg): 1.56 mm
Maximum impression at 10000 passes (left wheel): 1.77 mm
Maximum impression at 10000 passes (right wheel): 1.87 mm
Average impression at 10000 passes (left/right avg): 1.82 mm
Maximum impression at 15000 passes (left wheel): 1.92 mm
Maximum impression at 15000 passes (right wheel): 1.99 mm
Average impression at 15000 passes (left/right avg): 1.96 mm
Maximum impression at 20000 passes (left wheel): 2.17 mm
Maximum impression at 20000 passes (right wheel): 2.11 mm
Average impression at 20000 passes (left/right avg): 2.14 mm
Maximum impression at 25000 passes (left wheel): 2.41 mm
Maximum impression at 25000 passes (right wheel): 2.27 mm
Average impression at 25000 passes (left/right avg): 2.34 mm
Raw Data: no data
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Test was verified on 4/15/2026 ✔